NAME: Jyant
Kumar
DESIGNATION AND ADDRESS
Professor
(HAG), Civil Engineering Department
Indian
Institute of Science, Bengaluru-560012
Email: jkumar@iisc.ac.in
Work Phone : 91-80- 22933119
ACADEMIC QUALIFICATIONS
Ph.D- Geotechnical Engineering in 1994 from Indian Institute of Science, Bengaluru.
M.Tech-Geotechnical Engineering in 1991 from Indian Institute of Technology, Kanpur.
B.Tech-Civil Engineering in 1988 from Regional Engineering College (NIT),
Kurukshetra. First Rank Holder.
DETAILS OF EMPLOYMENT
March, 1993-
Oct, 1996: Scientist, Geotechnical Engineering Division, Central Road Research Institute, CSIR, New Delhi.
Oct, 1996-
Dec, 1997: Senior Consulting Geotechnical Engineer, ATES Division, AIMIL
Limited, New Delhi.
Dec, 1997-
Dec, 1999: Lecturer, Geotechnical Engineering, University of Technology, Lae, PNG.
Dec,
1999-Dec, 2005, Assistant Professor, Indian
Institute of Science, Bengaluru.
Dec, 2005-
Dec, 2011, Associate Professor, Indian
Institute of Science, Bengaluru.
Dec, 2011-
Till Date, Professor, Indian Institute of
Science, Bengaluru.
RESEARCH INTEREST
Finite
elements limit analysis of two-dimensional and three-dimensional stability
problems in soil and rock mechanics; in-situ testing of ground and pavements
using dispersion of surface waves; dynamic properties of soils using resonant
column, bender and extender elements; laboratory testing of rock specimens
under triaxial state of stress; liquefaction and cyclic testing of sand;
stability of soil and rock slopes, earthen dams, tunnels, pipes &
underground openings; design of structures in seismically active zones.
PUBLICATIONS ID
Scopus
ID: 7201861873 Link
ORCiD:
0000-0002-7808-8984 Link
Web of
Science: Researcher ID: AFO-6487-2022 Link
JOURNAL PUBLICATIONS
Articles
1.
Keshavarz,
A., and Kumar, J. (2024). Bearing capacity of foundations over rock slopes-slip
lines and FELA solutions. International Journal of
Geomechanics, ASCE, 24 (10), art. no. 04024229. Link
DOI: 10.1061/IJGNAI.GMENG-9499
2.
Gohil, R.R.,
Samu, V., and Kumar, J. (2024). Non-destructive evaluation of rigid pavements
using surface wave tests. Construction and Building
Materials, Elsevier,
442, art. no. 137651. Link DOI: 10.1016/j.conbuildmat.2024.137651
3.
Jitchaijaroen, W., Keawsawasvong, S., and Kumar, J. (2024). Required
supporting lining pressure for the stability of a rectangular tunnel in sloping
ground. Transportation Infrastructure
Geotechnology, Springer, 11 (3), pp.
1032-1048. Link DOI: 10.1007/s40515-023-00313-2
4.
Jain, H.,
and Kumar, J. (2024). An analytical solution to account for the earthquake body
force for twin circular tunnels in elastic media using complex variable
approach. Acta Geotechnica,
Springer. Link DOI: 10.1007/s11440-024-02343-7
5.
Mukherjee,
S., and Kumar, J. (2024). Stability analysis of a vertical excavation
reinforced with horizontal nails using three-dimensional finite elements limit
analysis. Transportation Geotechnics, Elsevier 44, art. no. 101168. Link DOI: 10.1016/j.trgeo.2023.101168
6.
Anand,
A., Kumar, J. (2024). Effect of high confining pressure on ultrasonic wave
velocities and elastic moduli of cemented sand. Trans
Indian Natl. Acad. Eng. Springer,
9, 501-513 Link https://doi.org/10.1007/s41403-024-00475-6
7. Mukherjee, S., and Kumar, J. (2024). Failure of Ring Foundations on Soft Clay Reinforced with an Annular Stone Column. International Journal of Geomechanics, ASCE, Article no: 10595, In Print
8.
Jain, H., and Kumar, J. (2023). Displacements and
stresses around a circular tunnel in an elastic medium with pseudo-static
horizontal earthquake body forces. Computers and Geotechnics, 162, art. no. 105663. DOI:
10.1016/j.compgeo.2023.105663
9.
Korada, V.S., and Kumar,
J. (2023). Finite elements limit analysis formulation using the power type
yield criterion for plane strain and axisymmetric stability problems. Computers
and Geotechnics, 162, art. no. 105667. DOI: 10.1016/j.compgeo.2023.105667
10.
Jain, H., and Kumar, J. (2023). Ground
displacements and stresses around a non-uniformly deforming circular tunnel in
elastic media using complex variable method. Acta Geotechnica, 18 (4), pp. 2169-2193. DOI:
10.1007/s11440-022-01718-y
11.
Kumar, J., and Korada, V.S.
(2023). Seismic bearing capacity of foundations on sloping ground using
power-type yield criteria. Acta Geotechnica, 18 (2), pp. 711-737. DOI:
10.1007/s11440-022-01609-2
12.
Talib,
A., and Kumar, J. (2023). Assessing and improving the quality of dispersion
images using the MASW technique for ground
exploration. International
Journal of Geomechanics, ASCE.24(1), 04023249 1-19 DOI: 10.1061/IJGNAI.GMENG-8097.
13.
Kumar,
J., and Gohil, R.R. (2023). Non-destructive testing of slab-like structures
including pavements using Lamb and Rayleigh waves-based dispersion analysis. International Journal of Pavement Engineering, 24 (1), art. no. 2180147. DOI:
10.1080/10298436.2023.2180147
14.
Tran,
D.T., Keawsawasvong, S., and Kumar, J. (2023).
Stability charts for limiting horizontal normal pressure on cohesive-frictional
backfill for deep contiguous I-shaped piled walls. International Journal of Geosynthetics and Ground
Engineering, 9 (4), art. no.
44. DOI: 10.1007/s40891-023-00464-9
15.
Jitchaijaroen, W., Keawsawasvong, S., and Kumar, J. (2023). Required supporting
lining pressure for the stability of a rectangular tunnel in sloping ground. Transportation
Infrastructure Geotechnology. DOI: 10.1007/s40515-023-00313-2
16.
Jain,
H., Sitharam, T.G., and Kumar, J. (2023). An
innovative and simple approach for predicting tunnelling-induced ground
movements semi-analytically. International Journal
of Geotechnical Engineering,17(3),
pp. 320-329. DOI: 10.1080/19386362.2023.2227509
17.
Naskar, T., and Kumar, J. (2022). MATLAB codes for
generating dispersion images for ground exploration using different MASW transforms. Geophysics, 2022, 87(3), pp. 1-37
18.
Ganesh, R., and Kumar, J. (2022). Seismic bearing
capacity of strip foundations with nonlinear power-law yield criterion using
the method of stress characteristics. Journal of Geotechnical and Geo-environmental Engineering,
ASCE, 148(11),
04022083-1.
19.
Rahaman,
O., and Kumar, J. (2022) Lower bound limit analysis for an axisymmetric problem
in rock mass using power cone programming. International Journal for Numerical and Analytical Methods
in Geomechanics, 46(5), pp.
869-888
20.
Kumar, J., and Korada, V.S.
(2022). Seismic bearing capacity factor Nγ
for a rough strip footing on sloping ground. Computers and Geotechnics, 152, 105054
21.
Mohapatra, D., and Kumar, J. (2022). Homogenization
based kinematic limit analysis for finding the stability of an embankment over
soft clay reinforced with granular columns. Computers and Geotechnics, 142,104562
22.
Jain, H., and Kumar, J.
(2022). Ground displacements and stresses around a non-uniformly deforming
circular tunnel in elastic media using complex variable method. Acta Geotechnica, Springer, https://doi.org/10.1007/s11440-022-01718-y
23.
Rahaman, O., and Kumar, J. (2022). Seismic bearing
capacity of a strip footing on rock media. Journal of Rock Mechanics and
Geotechnical Engineering, 2022,14(2), 560-575.
24.
Kumar, J., and Korada, V.S. (2022). Seismic bearing
capacity of foundations on sloping ground using power-type yield criteria.
Acta Geotechnica, Springer. https://doi.org/10.1007/s11440-022-01609-2
25.
Kumar,
J., and Shinde, N.S. (2022). Assessing the
liquefaction potential of a sand specimen by using resonant column test. Soil Dynamics and Earthquake Engineering, Elsevier. 159,
107343.
26.
Kumar,
J., Mukherjee S., and Pallepati, R.R. (2022) Bearing
capacity of circular foundations on weak cohesive soils reinforced with stone
columns. International Journal of Geomechanics, 22(11), 04022186
27.
Kumar, J., and Jain, H. (2022). Elasto-plastic
ground settlement response and stability of single and twin circular
unsupported and supported tunnels. Transportation Geotechnics, 30, 100620
28.
Das,
P.P., Khatri, V.N., and Kumar, J. (2022) Bearing capacity of strip and circular
footing on layered sand with geogrid at the interface. Arabian Journal of Geosciences (Springer),
Volume 15, article number 361. https://doi.org/10.1007/s12517-022-09614-1
29.
Keawsawasvong, S., Kumar, J., Banyong, R., and Sangjinda, K.(2022). Stability
Charts for Limiting Horizontal Normal Pressure on Cohesive-frictional Backfill
for Deep Contiguous Piled Walls. Open
Civil Engineering Journal, Benthamopen, 16(1), e187414952209080
30.
Keshavarz,
A., and Kumar, J. (2021). Bearing capacity of ring foundations over rock media.
Journal
of Geotechnical and Geo-environmental Engineering,
ASCE, Vol. 147, https://doi.org/10.1061/(ASCE)GT.1943-5606.0002517.
31.
Ganesh, R., and Kumar, J. (2021). Ultimate bearing
capacity of strip and circular foundations using power type yield criterion
using the method of stress characteristics. Computers and Geotechnics.
Elsevier, 133, https://doi.org/10.1016/j.compgeo.2021.104066
32.
Khatri,
V.N., Kumar, J. and Das, P.P. (2020). Bearing capacity of ring footings on
two-layered sand. European
Journal of Environmental and Civil Engineering. TECE-2019-0816. https://doi.org/10.1080/19648189.2020.1805643
33.
Kumar,
J., and Rahaman, O. (2020). Lower bound limit analysis of unsupported vertical
circular excavations in rocks using Hoek-Brown failure criterion. International
Journal for Numerical & Analytical Methods in Geomechanics,
Wiley, 44 (7), pp. 1093-1106.
34.
Mohapatra,
D., and Kumar, J. (2020). Kinematic limit analysis for clays with
anisotropy and different strengths in compression and tension. Computers
and Geotechnics. Elsevier, 126, https://doi.org/10.1016/j.compgeo.2020.103713
35.
Mohapatra,
D., and Kumar, J. (2020). Bearing capacity of embedded foundations using
quasi-kinematic limit analysis. Computers
and Geotechnics,
117, art. No. 103275. DOI: 10.1016/j.compgeo.2019.103275
36.
Kumar,
J., and Rahaman, O. (2020). Lower bound limit analysis using power cone programming
for solving stability problems in rock mechanics for generalized Hoek-Brown
criterion. Rock Mechanics and Rock
Engineering, Springer. DOI: 10.1007/s00603-020-02099-y
37.
Rahaman,
O., and Kumar, J. (2020). Stability analysis of twin horse-shoe shaped tunnels
in rock mass. Tunnelling and
Underground Space Technology,
Elsevier, 98, art. No. 103354. DOI: 10.1016/j.tust.2020.103354
38.
Kumar, J., and Shinde, N.S. (2020).
Shear moduli of metal specimens using resonant column tests. Journal of Testing and Evaluation,
ASTM, 48(6),
JTE20180125 https://doi.org/10.1520/JTE20180125.
39.
Shinde, N.S., and Kumar,
J. (2020). Effect of Slenderness Ratio of the Specimen on Resonant Column Test
Results. Journal
of Testing and Evaluation, ASTM- Manuscript, https://doi.org/10.1520/JTE20200177.
40.
Mohapatra,
D., and Kumar, J. (2019). Smoothed finite element approach for kinematic limit
analysis of cohesive frictional materials. European Journal of Mechanics / A
Solids, Elsevier, 76, pp. 328-345. DOI:
10.1016/j.euromechsol.2019.05.005
41.
Mohapatra,
D., and Kumar, J. (2019). Collapse loads for rectangular foundations by
three-dimensional upper bound limit analysis using radial point interpolation
method. International Journal for Numerical & Analytical
Methods in Geomechanics, Wiley, 43(2), pp. 641-660. DOI: 10.1002/nag.2885
42.
Kumar,
J., Shinde, N.S. (2019). Interpretation of bender
element test results using sliding Fourier transform method. Canadian Geotechnical Journal, 56 (12), pp. 2004-2014. DOI: 10.1139/cgj-2018-0733
43.
Kumar,
J., and Rahaman, O. (2019). Vertical uplift resistance of horizontal plate
anchors for eccentric and inclined loads. Canadian Geotechnical Journal, 56(2),
pp. 290-299.
44.
Naskar,
T., Kumar, J. (2019). A faster scheme to generate multimodal dispersion
plots for Rayleigh wave propagation. Soil Dynamics and Earthquake Engineering, Elsevier,
117, pp. 280-287. DOI: 10.1016/j.soildyn.2018.11.024
45.
Khatri,
V.S., and Kumar, J. (2019). Finite-element limit
analysis of strip and circular skirted footings on sand. International
Journal of Geomechanics, 19(3),06019001. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001370
46.
Chakraborty,
M., Kumar, J. (2019). Lower bound limit analysis using nonlinear optimization
for solving axisymmetric problems using Hoek-Brown yield criterion. International Journal of Geotechnical Engineering. DOI: 10.1080/19386362.2019.1677050
47.
Mohapatra,
D., and Kumar, J. (2018). Upper bound finite elements limit analysis of
axisymmetric problems for Mohr-Coulomb materials using semidefinite
programming. Journal of
Engineering Mechanics. ASCE, Vol. 144, Issue 7, 04018046. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001472.
48.
Sahoo,
J.P., and Kumar, J. (2018). Required lining pressure for the stability of twin
circular tunnels in soils. International
Journal of Geomechanics, ASCE, Vol.
18, Issue 7. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001196
49.
Kumar,
J., and Naskar, T. (2017). Resolving phase wrapping by using sliding
transform for generation of dispersion curves. Geophysics, 82(3), V127-V136.
50.
Cherian,
A.C., and Kumar, J. (2017). Effect of vibration cycles batches on shear modulus
and damping of dry sand. Journal
of Geotechnical and Geo-environmental Engineering,
ASCE, Vol. 143, Issue 9. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001742.
51.
Keshavarz,
A., and Kumar, J. (2017). Bearing capacity of foundations on rock mass using
the method of characteristics. International
Journal for Numerical & Analytical Methods in Geomech., Wiley,
42(3), pp. 542-557. https://doi.org/10.1002/nag.2754.
52.
Keshavarz, A., and Kumar, J. (2017). Bearing
capacity computation for a ring foundation using the stress characteristics
method. Computers and Geotechnics, Volume 89, Pages 33-42. https://doi.org/10.1016/j.compgeo.2017.04.006
53.
Kumar,
J., and Naskar, T. (2017). A fast and accurate method to compute
dispersion spectra for layered media using a modified Kausel-Roesset stiffness
matrix approach. Soil Dynamics
and Earthquake Engineering, Elsevier , 92, pp. 176-182.
54.
Kumar,
J., and Mohapatra, D. (2017). Lower bound finite elements limit analysis
for Hoek-Brown materials using semidefinite programming. Journal of Engineering Mechanics, ASCE,
Vol. 143, Issue 9. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001296.
55.
Bhattacharya,
P., and Kumar, J. (2017). Bearing capacity of foundations on soft
clays with granular column and trench. Soils and Foundations. Soils and Foundations, Elsevier, Volume
57, Issue 3, Pages 488-495. https://doi.org/10.1016/j.sandf.2017.05.013.
56.
Khatri, V.N., Kumar,
J., and Akhtar, S. (2017). Bearing capacity of foundations with an
inclusion of dense sand layer over loose Sand Strata. International Journal of Geomechanics, ASCE, Vol.
17, Issue 10. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000980
57.
Bhattacharya,
P., and Kumar, J. (2017). Seismic pullout capacity of inclined anchor
plates in sand. Geotechnical and Geological Engineering, Springer, Volume 35, Issue 2, pp 679-692.
58.
Naskar,
T., and Kumar, J. (2017). Predominant modes for Rayleigh wave propagation
using dynamic stiffness matrix approach. Journal of Geophysics and
Engineering, Volume 14, Number 5, 1032-1041. https://doi.org/10.1088/1742-2140/aa6fe3
59.
Cherian,
A.C., and Kumar, J. (2016). Effect of vibration cycles on shear modulus and
damping of sand using resonant column tests.
Journal of Geotechnical and Geo-environmental Engineering,
ASCE, 142 (12), 06016015, https://doi.org/10.1061/(ASCE)GT.1943-5606.0001545
60.
Chakraborty,
M., and Kumar, J. (2016). The size effect of a conical footing on Ng. Computers and Geotechnics, Elsevier, 76, pp. 212-221.
61.
Bhattacharya,
P., and Kumar, J. (2016). Uplift capacity of anchors in layered sand
using finite element limit analysis: Formulation and results. International Journal of Geomechanics, ASCE, 16
(3), 04015078. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000560
62.
Chakraborty,
D., and Kumar, J. (2016). Uplift resistance of interfering buried
pipelines in sand. Journal of Pipeline Systems Engineering and Practice, ASCE, 7
(1), 06015002
63.
Chakraborty,
D., and Kumar, J. (2016). Stability numbers for a vertical circular
excavation with surcharge. Proceedings of the National Academy of Sciences India
Section A - Physical Sciences, Volume 87, Issue 1, pp 115-123.
64.
Kumar,
J., and Chakraborty, M. (2015). Bearing capacity factors for ring foundations. Journal of Geotechnical and
Geo-environmental Engineering, ASCE, 141
(10), art. No. 06015007, DOI: 10.1061/(ASCE)GT.1943-5606.0001345.
65.
Chakraborty,
M., and Kumar, J. (2015). Bearing capacity factors for a conical footing using
lower and upper bound finite elements limit analysis. Canadian Geotechnical Journal, 52(12): 2134-2140, 10.1139/cgj-2014-0507.
66.
Chakraborty,
M., and Kumar, J. (2015). Bearing capacity of circular footings over rock mass
by using axisymmetric quasi lower bound finite element limit analysis. Computers and Geotechnics, Elsevier, 70, pp. 138-149, DOI:
10.1016/j.compgeo.2015.07.015.
67.
Kumar,
J., and Naskar, T. (2015). Effects of site stiffness and source to
receiver distance on surface wave tests results. Soil Dynamics and Earthquake Engineering, Elsevier, 77, pp. 71-82. DOI: 10.1016/j.soildyn.2015.04.022
68.
Kumar,
J., and Chakraborty, M. (2015). Bearing capacity of a circular foundation on
sand-clay layered media. Soils and Foundations, Elsevier, 55 (5), pp. 1058-1068, DOI:
10.1016/j.sandf.2015.09.008.
69.
Chakraborty,
M., and Kumar, J. (2015). Lower bound axisymmetric formulation for geomechanics
problems using nonlinear optimization. International Journal of Geomechanics, ASCE,
15 (5), art. No. 06014024, DOI: 10.1061/(ASCE)GM.1943-5622.0000454.
70.
Chakraborty,
D., and Kumar, J. (2015). Seismic bearing capacity of shallow
embedded foundations on sloping ground surface. International Journal of Geomechanics. ASCE,
15 (1), art. No. 04014035, DOI: 10.1061/(ASCE)GM.1943-5622.0000403.
71.
Bhattacharya,
P., and Kumar, J. (2015). Uplift capacity of strip and circular
anchors in soft clay with an overlay of sand layer. Geotechnical and Geological
Engineering, Springer, 33
(6), pp. 1475-1488, DOI: 10.1007/s10706-015-9913-5.
72.
Chakraborty,
M., and Kumar, J. (2015). Lower bound axisymmetric limit analysis using
Drucker-Prager yield cone and simulation with Mohr-Coulomb pyramid. International
Journal of Computational Methods, 12 (5), art. No. 1550023, DOI:
10.1142/S0219876215500231.
73.
Chakraborty,
D., and Kumar, J. (2015). Use of Von-Mises
yield criterion for solving axisymmetric stability problems. Geomechanics and Geoengineering. 10 (3), pp. 234-241. DOI: 10.1080/17486025.2014.951080.
74.
Kumar,
J., and Cherian, A.C. (2015). Effect of cyclic strain history on shear
modulus of dry sand using resonant column tests. Geotechnical Engineering, Journal of Southeast Asian Geotechnical
Society, Bangkok 46 (3), pp. 99-104.
75.
Bhattacharya,
P., and Kumar, J. (2015). Vertical uplift capacity of circular anchor
plates. Geotechnical
Engineering, 46 (3),
Journal of Southeast Asian Geotechnical Society, Bangkok, pp. 105-110.
76.
Cherian,
A.C., and Kumar, J. (2015). A study on arrival time corrections by using
extender and bender elements. International
Journal of Geotechnical Engineering, 9 (4), pp. 403-415. DOI: 10.1179/1939787914Y.0000000075.
77.
Sahoo,
J.P., and Kumar, J. (2015). Ultimate bearing capacity of shallow strip and
circular foundations by using limit analysis, finite elements, and
optimization. International
Journal of Geotechnical Engineering, 9 (1), pp. 30-41, DOI: 10.1179/1939787914Y.0000000070.
78.
Veiskarami,
M., Kumar, J., and Valikhah, F. (2015). A practical
procedure to estimate the bearing capacity of footings on sand: Application to
87 case studies. Iranian Journal of Science & Technology,
Transactions of Civil Engineering, 39(C2+), pp. 469-483.
79.
Kumar,
J., Chakraborty, M., and Sahoo, J.P. (2014). Stability of unsupported vertical
circular excavations. Journal of Geotechnical and Geo-environmental Engineering,
ASCE, 140 (7), art. No. 04014028, DOI:
10.1061/(ASCE)GT.1943-5606.0001118.
80.
Bhattacharya,
P., and Kumar, J. (2014). Pullout capacity of inclined plate anchors
embedded in sand. Canadian
Geotechnical Journal, 51
(11), pp. 1365-1370, DOI: 10.1139/cgj-2014-0114.
81.
Sahoo,
J.P., and Kumar, J. (2014). Vertical uplift resistance of two
interfering horizontal anchors in clay. Journal of Geotechnical and Geo-environmental Engineering, ASCE, 140 (4), art. No. 06013007, DOI:
10.1061/(ASCE)GT.1943-5606.0001073.
82.
Sahoo,
J.P., and Kumar, J. (2014). Vertical uplift resistance of two closely
spaced horizontal strip anchors embedded in cohesive-frictional weightless
medium. Canadian
Geotechnical Journal, 51 (2), pp. 223-230. DOI: 10.1139/cgj-2013-0282.
83.
Sahoo,
J.P., and Kumar, J. (2014). Stability of a circular tunnel in presence of pseudostatic seismic body forces. Tunnelling and Underground Space Technology, Elsevier, 42, pp. 264-276, DOI:
10.1016/j.tust.2014.03.003.
84.
Kumar,
J., and Chakraborty, M. (2014). Upper bound axisymmetric limit analysis
using Mohr-Coulomb yield criterion, finite elements and linear optimization. Journal of Engineering Mechanics. ASCE,
140 (12), art. No. 06014012, DOI: 10.1061/(ASCE)EM.1943-7889.0000820.
85.
Chakraborty,
D., and Kumar, J. (2014). Solving axisymmetric stability problems by
using upper bound finite elements limit analysis and linear optimization. Journal of Engineering Mechanics, ASCE,
140 (6), art. No. 06014004, DOI: 10.1061/(ASCE)EM.1943-7889.0000726.
86.
Chakraborty,
M., and Kumar, J. (2014). Bearing capacity of circular foundations
reinforced with geogrid sheets. Soils and Foundations, Japanese Geotechnical Society, 54 (4), pp. 820-832, DOI:
10.1016/j.sandf.2014.06.013
87.
Chakraborty,
D., and Kumar, J. (2014). Bearing capacity of circular footings on
reinforced soils. International
Journal of Geomechanics. ASCE, 15 (1), art. No. 04014034, DOI:
10.1061/(ASCE)GM.1943-5622.0000343.
88.
Chakraborty,
D., and Kumar, J. and (2014). Bearing capacity of strip foundations
in reinforced soils. International
Journal of Geomechanics. ASCE, 14 (1), pp. 45-58, DOI:
10.1061/(ASCE)GM.1943-5622.0000275
89.
Veiskarami,
M., Kumar, J., and Valikhah, F.
(2014). Effect of flow rule on the bearing capacity of strip foundations on
sand by the upper-bound limit analysis and slip lines. International Journal of Geomechanics. ASCE,
14 (3), art. No. 04014008, DOI: 10.1061/(ASCE)GM.1943-5622.0000324.
90.
Kumar,
J., and Hazra, S. (2014). Effect of input source energy on SASW evaluation of cement concrete pavement. Journal of Materials in Civil Engineering, ASCE, 26
(6), art. No. 04014013, DOI: 10.1061/(ASCE)MT.1943-5533.0000827.
91.
Sahoo,
J.P., and Kumar, J. (2014). Reducing computational effort in solving
geomechanics problems with upper bound finite elements limit analysis and
linear optimization. International
Journal of Computational Methods,
11 (2), art. No. 1342003, DOI: 10.1142/S0219876213420036.
92.
Bhattacharya,
P., and Kumar, J. (2014). Vertical pullout capacity of horizontal
anchor plates in presence of seismic and seepage forces. Geomechanics and Geoengineering, 9 (4), pp. 294-302, DOI: 10.1080/17486025.2014.902116.
93.
Chakraborty,
D., and Kumar, J. (2014). Uplift resistance of long pipelines in the
presence of seismic forces. Journal
of Pipeline Systems, ASCE, 5 (4), art. No. 06014003, DOI:
10.1061/(ASCE)PS.1949-1204.0000172.
94.
Chakraborty,
D., and Kumar, J. (2014). Vertical uplift resistance of pipes buried
in sand. Journal of
Pipeline Systems, ASCE, 5(1),149. DOI: 10.1061/(ASCE)PS.1949-1204 .0000149.
95.
Hazra,
S., and Kumar, J. (2014). SASW testing
of asphaltic pavement by dropping steel balls. International Journal of Geotechnical Engineering, 8 (1), pp. 34-4, DOI: 10.1179/1938636213Z.00000000051.
96.
Chakraborty,
D., and Kumar, J. (2014). Effect of
groundwater seepage on uplift resistance of buried pipelines. Proceedings of the National Academy of Sciences India
Section A-Physical Sciences, 84
(4), pp. 595-605, DOI: 10.1007/s40010-014-0166-0
97.
Chakraborty,
D., and Kumar, J. (2013). Dependency of Ng on footing diameter for circular footings. Soils
and Foundations, Japanese
Geotechnical Society, 53(1), 173-180.
98.
Kumar,
J., and Chakraborty, D. (2013). Seismic bearing capacity of
foundations on cohesionless slopes. Journal of Geotechnical and Geo-environmental Engineering, ASCE, 139(11),
1986-1993.
99.
Madhusudhan, B.N., and Kumar,
J. (2013). Damping of sands for varying saturation. Journal of Geotechnical and Geo-environmental Engineering, ASCE,
139(9), 1625-1630.
100.
Kumar,
J., and Sahoo, J.P. (2013). Bearing capacity of strip foundations
reinforced with geogrid sheets by using upper bound finite element
limit analysis. International
Journal for Numerical & Analytical Methods in Geomech., Wiley, 37(18), 3258-3277, DOI:
10.1002/nag.2189.
101.
Sahoo,
J.P., and Kumar, J. (2013). Stability of long unsupported twin circular
tunnels in soils. Tunneling and
Underground Space Technology,
Elsevier, 38, 326-335.
102.
Kumar,
J., and Chakraborty, D. (2013). Bearing capacity of foundations with
inclined groundwater seepage. International
Journal of Geomechanics. ASCE, 13(5), 611-624.
103.
Chakraborty,
D., and Kumar, J. (2013). Bearing capacity of piles in soft
clay underlaid by cohesive frictional soil. International
Journal of Geomechanics, ASCE, 13(3),
311-317.
104.
Kumar,
J., and Rakaraddi, P.G. (2013).
Effect of Source Energy for SASW Testing on
Geological Sites. Geotechnical
and Geological Engineering,
Springer, Volume 31, Issue 1, pp 47-66.
DOI 10.1007/s10706-012-9561-y.
105.
Kumar,
J., and Rakaraddi, P.G. (2013). SASW Evaluation of asphaltic and cement concrete pavements
using different heights of fall for a spherical mass. International Journal of Pavement Engineering, Taylor and Francis, 14(4), 354-363.
106.
Chakraborty,
D., and Kumar, J. (2013). Stability of a long unsupported circular
tunnel in soils with seismic forces. Natural Hazards, Springer,
68(2), 419-431.
107.
Chakraborty,
D., and Kumar, J. (2013). Bearing capacity of foundations on slopes. Geomechanics and Geoengineering.
Taylor and Francis, 8 (4), 274-285, DOI: 10.1080/17486025.2013.770172.
108.
Bhattacharya,
P., and Kumar, J. (2013). Horizontal pullout capacity of a group
of two vertical plate anchors in clay. Geomechanics and Engineering (GAE), Techno Press,5 (4), 299-312.
109.
Sahoo,
J.P., and Kumar, J. (2013). Horizontal pullout resistance of a group of
two vertical anchors in sand. KSCE Journal of Civil Engineering, Springer,
17(7),1614-1620.
110.
Sahoo,
J.P., and Kumar, J. (2013). Stability of a long unsupported circular
tunnel in clayey soil by using upper bound finite element limit analysis. Proceedings, Indian National Science Academy, 79(4), 807-815.
111.
Kumar,
J., and Madhusudhan, B.N. (2012). Dynamic properties of
sand from dry to fully saturated states. Geotechnique, 62(1),
45-54.
112.
Kumar,
J., and Chakraborty, D. (2012). Linearization
of Drucker-Prager yield criterion for axisymmetric problems:
Implementation in lower bound limit analysis. International Journal of Geomechanics. ASCE, 13(2),
153-161.
113.
Kumar,
J., and Sahoo, J.P. (2012). An upper bound solution for pullout
capacity of vertical anchors in sand using finite elements and limit
analysis. International
Journal of Geomechanics. ASCE, 12(3), 333-337.
114.
Kumar,
J., and Sahoo, J.P. (2012). Vertical uplift resistance of a group of
two coaxial anchors in clay. Journal
of Geotechnical and Geo-environmental Engineering, ASCE,
138(3), 419-422.
115.
Kumar,
J., and Naskar, T. (2012). Vertical uplift capacity of a group of two
coaxial anchors in a general c-f soil. Canadian Geotechnical Journal, 49(3), 367-373.
116.
Sahoo,
J.P., and Kumar, J. (2012). Seismic stability of a long unsupported
circular tunnel. Computers
and Geotechnics,
Elsevier Publication, 44,
109-115.
117.
Sahoo,
J.P., and Kumar, J. (2012). Horizontal pullout resistance for a group
of two vertical plate anchors in clays. Geotechnical and Geological Engineering, Springer,
30(5), 1279-1287.
118.
Bhattacharya,
P., and Kumar, J. (2012). Horizontal pullout
capacity of a group of two vertical strip anchors plates embedded in
sand. Geotechnical and Geological
Engineering, Springer, 30(2), 513-521.
119.
Kumar,
J., and Rakaraddi, P.G. (2012).
On the height of fall of dropping mass in SASW measurements
for asphaltic road pavements. International
Journal of Pavement Engineering, Taylor and Francis, 13(6), 485-493.
120.
Bhattacharya,
P., and Kumar, J. (2012). Seismic pullout capacity of vertical
anchors in sand. Geomechanics
and Geoengineering: An
International Journal. Taylor and Francis, 8(3), DOI:10.1080/17486025.2012.714475.
121.
Veiskarami,
M., and Kumar, J. (2012) Bearing capacity of foundations subjected to
groundwater flow. Geomechanics
and Geoengineering: An
International Journal. Taylor and Francis, 7(4), 293-301.
122.
Sahoo,
J.P., and Kumar, J. (2012). Vertical uplift resistance of two
horizontal strip anchors with common vertical axis. International Journal of Geotechnical Engineering, J. Ross Publishing, 6(4), 485-495.
123.
Kumar,
J., and Bhattacharya, P. (2011). Bearing capacity of two interfering strip
footings from lower bound finite elements limit analysis. International Journal for Numerical & Analytical
Methods in Geomech., Wiley, 37(5), 441-452.
124.
Kumar,
J. (2011). A study on determining the theoretical dispersion curve for
Rayleigh wave propagation. Soil
Dynamics and Earthquake Engineering, Elsevier Publication, 31 (8), 1196-1202.
125.
Kumar,
J., and Khatri, V.N. (2011). Bearing capacity factors of circular
foundations for a general c-f soil using static finite element
limit analysis. International Journal for Numerical & Analytical
Methods in Geomech., Wiley, 35 (3), pp. 393-405.
126.
Veiskarami,
M., Eslami, A., and Kumar, J. (2011). End bearing capacity of
driven piles in sand using the stress characteristics method: Analysis and
implementation. Canadian
Geotechnical Journal,
48(10), 1570-1586.
127.
Khatri, V.N., and Kumar,
J. (2011). Effect of anchor width on pullout capacity of strip
anchors in sand. Canadian
Geotechnical Journal, 48
(3), 511-517.
128.
Kumar,
J., and Chakraborty, D. (2011). Stability numbers for an unsupported
vertical circular excavation in c-f soil. Computers and Geotechnics, Elsevier Publication, 39, 79-84.
129.
Kumar,
J., and Bhattacharya, P. (2011). On reducing the computational effort for
performing linear optimization in the lower bound finite elements limit
analysis. International
Journal of Geomechanics, ASCE, 11(5), 406-412.
130.
Khatri, V.N., and Kumar,
J. (2011). Uplift capacity of axially loaded piles in clays. International Journal of Geomechanics, ASCE, 11(1),
23-28.
131.
Kumar,
J., and Bhattacharya, P. (2011). On improving the solution by using lower
bound finite elements limit analysis and linear programming. Geotechnical and Geological Engineering, Springer,29, 619-626.
132.
Kumar,
J., and Madhusudhan, B.N. (2010). Effect of relative density and
confining pressure on Poisson ratio from bender and extender elements
tests. Geotechnique,UK, 60(7), 561-567.
133.
Kumar,
J., and Madhusudhan, B.N. (2010). On determining elastic
modulus of a cylindrical sample subjected to flexural excitation in resonant
column apparatus. Canadian
Geotechnical Journal, 47 (11), 1288-1298.
134.
Kumar,
J., and Bhattacharya, P. (2010). Bearing capacity of interfering multiple
strip footings by using lower bound finite elements limit analysis. Computers and Geotechnics, Elsevier Publication 37 (5), 731-736.
135.
Khatri, V.N., and Kumar,
J. (2010). Stability of an unsupported vertical circular excavation in
clays under undrained condition. Computers and Geotechnics, Elsevier Publication, 37 (3), 419-424.
136.
Kumar,
J., and Madhusudhan, B.N. (2010). A note on the measurement
of travel times using bender and extender elements. Soil Dynamics and Earthquake Engineering, Elsevier
Publication, 30 (7), 630-634.
137.
Kouzer, K.M., and Kumar, J. (2010). Ultimate bearing capacity of a footing considering the
interference of an existing footing on sand. Geotechnical and Geological Engineering, Springer, 28 (4), 457-470.
138.
Kumar, J., and Bhoi, M.K. (2010).
Effect of interference of strip footings and strip anchors on their elastic
settlement International
Journal of Geotechanical Engineering, J. Ross Publishing,4(2), 289-297.
139.
Kumar, J., and Bhoi, M.K. (2010).
Vertical uplift resistance of a group of two strip anchors in sand from model
tests. International
Journal of Geotechanical Engineering,4(2), J. Ross Publishing, 269-277.
140.
Kumar,
J., and Bhoi, M.K. (2009). Interference of two closely
spaced strip footings on sand using model tests. Journal of Geotechnical
and Geoenvironmental Engineering, ASCE, USA, 134(4), 595-604.
141.
Khatri, V.N., and Kumar,
J. (2009). Bearing capacity factor Nc under f
=0 condition for piles in clays. International Journal for Numerical & Analytical
Methods in Geomech., UK, 33(9),
1203-1225.
142.
Kumar,
J. (2009). The variation of Ng with
footing roughness using the method of characteristics. International Journal for Numerical & Analytical
Methods in Geomech., Wiley, 33(2),
275-284.
143.
Kumar, J., and Raju, K.V.S.B. (2009). Miniature cone tip resistance of sand
with fly ash using triaxial setup. Canadian Geotechnical Journal,46, 231-240.
144.
Khatri, V.N., and Kumar,
J. (2009). Vertical uplift resistance of circular plate anchors in clays
under undrained condition. Computers and Geotechnics, Elsevier Publication, 36 (8), 1352-1359.
145.
Kouzer, K.M., and Kumar, J. (2009). Vertical uplift capacity of two interfering horizontal anchors
in sand using an upper bound limit analysis. Computers and Geotechnics, Elsevier Publication, 36 (6), 1084-1089.
146.
Kouzer, K.M., and Kumar, J. (2009). Vertical uplift capacity of equally spaced horizontal strip anchors
in sand. International Journal of
Geomechanics, ASCE, 9(5), 230-236.
147.
Kumar, J., and Raju, K.V.S.B. (2009). Penetration rate effect on miniature
cone tip resistance for different cohesionless materials. Geotechnical Testing Journal, ASTM, Vol. 32(4), 375-384.
148.
Kumar,
J., and Boora, V. (2009). Dynamic response of a machine foundation in
combination with spring mounting base and rubber pad. Geotechnical and Geological Engineering, Springer, 27, 379-389.
149.
Kumar, J., and Bhoi, M.K. (2009).
Vertical uplift capacity of equally spaced multiple strip anchors in
sand. Geotechnical and Geological
Engineering, Springer, 27, 461-472.
150.
Khatri, V.N., and Kumar,
J. (2009). Bearing capacity factor Ng for a rough conical footing. Geomechanics and Engineering (GAE), Techno Press, 1 (3), 205-218.
151.
Kumar, J., and Kouzer, K.M. (2008). Vertical uplift capacity of a group
of shallow horizontal anchors in sand. Geotechnique, 58(10),821-824.
152.
Kumar,
J., and Khatri, V.N. (2008). Effect of footing width
on bearing capacity factor Ng for
smooth strip footings. Journal
of Geotechnical and Geoenvironmental Engineering, ASCE, USA,
134 (9), 1299-1310.
153.
Kouzer, K.M., and Kumar, J. (2008). Ultimate bearing capacity of equally
spaced multiple strip footings on cohesionless soils without surcharge. International Journal for
Numerical and Analytical methods in Geomechanics, Wiley, 32 (11), 1417-1426.
154.
Kumar, J., and Kouzer, K.M. (2008). Bearing capacity of two interfering
footings. International Journal for Numerical and Analytical methods in
Geomechanics, Wiley Publication, 32
(3), 251-264.
155.
Kumar,
J., and Khatri, V.N. (2008). Effect of footing width
on Ng. Canadian Geotechnical Journal, Vol.45, Pages: 1673-1684.
156.
Kumar, J., and Kouzer, K.M. (2008). Vertical uplift capacity of
horizontal anchors using upper bound limit analysis and finite elements. Canadian Geotechnical Journal, 45 (5), pp. 698-704.
157.
Kumar,
J., and Khatri, V.N. (2008). Effect of footing roughness
on lower bound Ng values. International Journal of Geomechanics, ASCE, (3), 176-187.
158.
Kumar, J., and Bhoi, M.K. (2008).
Interference of multiple strip footings on sand using small scale model
tests. Geotechnical
and Geological Engineering,
Springer, 26 (4), 469-477.
159.
Kumar,
J., and Samui, P. (2008). Frequency effect on liquefaction using
shake table tests. Geotechnical
Engineering, Journal of
Southeast Asian Geotechnical Society, 39 (3), Bangkok,
169-173.
160.
Kumar, J., and Kouzer, K.M. (2007). Effect of footing roughness on
bearing capacity factor Ng. Journal of Geotechnical
and Geoenvironmental Engineering, ASCE, USA, 133 (5), 502-511.
161.
Kumar,
J., and Clayton, C.R.I. (2007). Effect
of sample torsional stiffness on resonant column test results. Canadian Geotechnical Journal 44(2):
221-230.
162.
Kumar,
J., and Ghosh, P. (2007). Ultimate bearing capacity of two
interfering rough strip footings. International Journal of Geomechanics, ASCE, 7(1),53-62.
163.
Kumar, J., and Raju, K.V.S.B. (2007). Correlation between miniature cone
tip resistance and shear strength parameters. Geotechnical Testing Journal, ASTM, 31 (3), pp. 206-216.
164.
Kumar, J., and Ghosh, P. (2007). Upper bound
limit analysis for finding interference effect of two nearby strip footings on
sand. Geotechnical and Geological
Engineering, Springer, 25 (5), 499-507.
165.
Kumar, J., Raju, K.V.S.B., and
Kumar, A. (2007). On correlations among the peak rate of dilation, peak
friction angle and critical state friction angle. Indian Geotechnical Journal, 37(1), 53-63.
166.
Kumar,
J., and Ghosh, P. (2006). Seismic bearing capacity for embedded
footings on sloping ground. Geotechnique, Institution of Civil Engineers, UK, 56(2), 133-140.
167.
Kumar,
J. (2006). On stress reduction coefficient and amplification factor for
seismic response of ground. International
Journal of Geomechanics, ASCE, Vol. 6(3),141-146.
168.
Kumar,
J., and Samui, P. (2006). Stability determination for layered soil
slopes using the upper bound limit analysis. Geotechnical and Geological Engineering Journal, Springer Publications, 24, 1803-1819.
169.
Kumar,
J., and Reddy, C.O. (2006). Dynamic response of footing and machine with
spring mounting base. Geotechnical
and Geological Engineering,
Springer, Vol. 24(1), 14-27.
170.
Kumar,
J. (2006). Uplift response of strip anchors in sand using FEM. Iranian Journal of Science and Technology, Vol.
30 (B4), 475-486.
171.
Kumar,
J. (2006). Ground response of Ahmedabad city
during Bhuj earthquake: A case study. Electronic Journal of Geotechnical Engineering, Vol.11.
172.
Kumar,
J., and Ghosh, P. (2005). Ng for ring footing using the method of characteristics. Canadian Geotechnical Journal 42(5), 1474-1484.
173.
Kumar,
J., and Ghosh, P. (2005). Determination of Ng for rough circular footing using the method of
characteristics. Electronic
Journal of Geotechnical Engineering, USA, Vol. 10, (B): Online publication.
174.
Ghosh,
P., and Kumar, J. (2005). Seismic bearing capacity of strip footings
adjacent to slopes using the upper bound limit analysis. Electronic Journal of Geotechnical Engineering, USA, Vol. 10, Online publication.
175.
Kumar,
J. (2004). Effect of footing-soil interface friction on bearing capacity
factor Ng. Geotechnique, Institution of Civil Engineers, UK, 54 (10), 677-680.
176.
Kumar,
J. (2004). Stability factors for slopes with non-associated flow rule
using energy consideration. International
Journal of Geomechanics, ASCE, 4(4), 264-272.
177.
Kumar,
J., and Kumar, N. (2003). Seismic bearing capacity of rough footings on slopes
using limit equilibrium. Geotechnique,
Institution of Civil Engineers, UK,
53(3), 363-369.
178.
Kumar,
J., and Rao, V.B.K.M. (2004).
Seismic horizontal pullout capacity of shallow vertical anchors in sand. Geotechnical and Geological Engineering, Springer, 22(3), 331-349.
179.
Kumar,
J. (2004). Effect of dilatancy angle on uplift resistance of
shallow anchors. Indian
Geotechnical Journal,
34(2), 203-225.
180.
Kumar,
J. (2004). A study on an active isolation of
machine base with spring cushion. Electronic Journal of Geotchnical Engineering, USA., Vol. 9, Online publication.
181.
Kumar,
J., and Rao, V.B.K.M. (2003).
Seismic bearing capacity of foundations on slopes. Geotechnique, Institution of Civil Engineers, UK, 53(3), 347-361.
182.
Kumar,
J. (2003). Ng for rough strip footing using the method of
characteristics. Canadian
Geotechnical Journal,
40(3), 669-674.
183.
Kumar,
J. (2003). Uplift resistance of strip and circular anchors in a two
layered sand. Soils
and Foundations,
Japanese Geotechnical Society,
43(1), 101-107.
184.
Kumar,
J., and Rao, V.B.K.M. (2002).
Seismic bearing capacity factors for spread
foundations. Geotechnique, Institution of Civil Engineers, UK, 52(2), 79-88.
185.
Kumar,
J. (2002). Seismic horizontal pullout capacity of vertical anchors in
sands. Canadian
Geotechnical Journal, 39(4), 982-991.
186.
Kumar,
J., and Chitikela, S. (2002). Seismic earth
passive pressure coefficients using the method of characteristics. Canadian Geotechnical Journal, 39
(2), 463-471.
187.
Kumar,
J. (2002). Guidelines for anchored sheet piles design using the fixed
earth support method. Indian
Geotechnical Journal,
32(2), 289-308.
188.
Kumar,
J. (2002). Uplift response of buried pipes in sands using FEM. Indian Geotechnical Journal, 32(2),
2002:146-160.
189.
Kumar,
J. (2001). Seismic vertical uplift capacity of strip anchors. Geotechnique, Institution
of Civil Engineers, UK,
51(3), 275-279.
190.
Kumar,
J. (2001). Seismic passive earth pressure coefficients for sand. Canadian Geotechnical Journal, 38, 876-881.
191.
Kumar,
J. (1999). Kinematical slices approach for uplift analysis of strip
foundations. International
Journal for Numerical & Analytical Methods in Geomech., Wiley, USA,
23, 1159-1170.
192.
Kumar,
J., and Rao, K.S.S. (1997).
Passive pressure coefficients, critical failure surface and its kinematic
admissibility. Geotechnique, Institution of Civil Engineers, UK,47, 185-192.
193.
Kumar,
J. (1997). Performance of trench drains with time using finite
elements. International
Journal for Numerical and Analytical Methods in Geomechanics, Wiley, USA,
21, 485-494.
194.
Kumar,
J. (1997). Upper bound solution for pullout capacity of anchors on sandy
slopes. International
Journal for Numerical and Analytical Methods in Geomechanics, Wiley, USA,
21, 477-484.
195.
Kumar,
J., and Rao, K.S.S. (1997).
Passive pressure determination by method of slices. International Journal for Numerical and Analytical methods
in Geomechanics, Wiley, USA, 21,
337-345.
196.
Kumar, J.,
and Rao, K.S.S. (1997). Effects of
cohesion and surcharge on the pullout capacity of vertical anchors. Indian Geotechnical Journal, 27(2),182-192.
197.
Kumar,
J., and Rao, P.J. (1996). Stresses and deformation patterns
for circular horizontal anchors in a finite elastic medium. Geotechnique, Institution of Civil Engineers, UK, 46, 374-377.
198.
Rao, K.S.S., and Kumar, J. (1996). Method of
establishing critical failure surface in passive pressure determination. Indian Geotechnical Journal, 26(3),
297-312.
199.
Sharma, V.M., Uppal, K.B., Kumar, J.
and Gupta, P. (1996). Reinforced earth technology for the Arterial
Expressway Corridor Project at Jammu. Journal of Indian Road Congress, Paper 443, 529-559.
200.
Rao, K.S.S., and Kumar, J. (1994). Vertical
uplift capacity of horizontal anchors. Journal of Geotechnical Engineering, ASCE, USA, 120,
1134-1147.
Discussions
1.
Kumar,
J., and Mohapatra, D. (2018). Closure on Lower-bound finite elements limit
analysis for Hoek-Brown materials using Semidefinite Programming. Journal
of Engineering Mechanics, ASCE,
Vol. 144, Issue 7. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001486
2.
Bhattacharya,
P., and Kumar, J. (2017). Closure to uplift capacity of anchors in layered sand
using finite-element limit analysis: Formulation and results. International Journal of Geomechanics, ASCE,
Vol. 17, Issue 7, https://doi.org/10.1061/(ASCE)GM.1943-5622.0000879
3.
Chakraborty,
M., and Kumar, J. (2016). Reply to discussion on Bearing capacity of circular
footings over rock mass by using axisymmetric quasi lower bound finite element
limit analysis Comput. Geotech., 73, pp. 235-237.
4. Kumar, J., and Bhoi, M.K. (2010).
Closure to interference of two closely
spaced strip footings on sand using model tests. Journal
of Geotechnical and Geo-environmental Engineering,
ASCE, USA, 136(2), 1730.
5.
Kumar, J. (2003). Seismic bearing capacity factors
for spread foundations. Geotechnique, Institution of Civil Engineers, UK, 53(4),445-446.
6.
Kumar,
J. (2002). Distribution of earth
pressure on retaining wall. Geotechnique, Institution of Civil Engineers, UK, 52(3), 231.
7.
Kumar,
J. (2001). Static and seismic passive
earth pressure coefficients on rigid retaining structures. Canadian Geotechnical Journal, 38 (5), 1149-1150.
8.
Rao, K.S.S., and Kumar, J. (1996). Vertical uplift capacity of horizontal anchors. Journal of Geotechnical Engineering, ASCE, USA, 122,
164.
9.
Kumar, J. (1995). Ultimate pullout capacity of
single vertical anchors. Canadian Geotechnical Journal, 32, 1093-1094.
RESEARCH STUDENTS' GUIDANCE (All independently except Sr
No. 20 and 21)
Sr. No. |
Student' name |
Degree |
Title |
Year and Status |
1 |
Rao, V.B.K.M. |
M.Sc. |
Seismic bearing
capacity of foundations and horizontal pullout capacity of vertical anchors. |
Completed in 2001 |
2 |
Samui, P. Professor, Civil Engg. Department, NIT Patna |
M.Sc. |
Stability numbers
for slopes with associated and non-associated flow rule and shake table
liquefaction studies. |
Completed in 2004 |
3 |
Ghosh, P. (Professor and Head of Civil Engg IIT Kanpur) |
Ph.D |
Application of
method of characteristics and upper bound limit analysis to different bearing
capacity problems. |
Completed in 2005 |
4 |
Kouzer, K.M. (Professor, Govt. Engg College, Kozhikode) |
Ph.D |
On upper bound
solution for different geotechnical problems using finite elements and linear
programming. |
Completed in 2008 |
5 |
Raju, K.V.S.B. (Associate Professor, UVCE,
Bangalore) |
Ph.D |
Effect of stress
level on the shear strength characteristics of soils and miniature cone
penetration tests. |
Completed in 2008 |
6 |
Khatri, V.N. (Asst. Professor, Civil Engg Dept., IIT Dhanbad) |
Ph.D |
On lower bound
solution for different geotechnical problems using finite elements and linear
programming. |
Completed in 2009 |
7 |
Bhoi, M.K. (Asst. Professor, Civil Engg Dept., Pandit Deendayal Petroleum Univ.,
Gandhinagar |
Ph.D |
Effect of
interference of footings on the bearing capacity of footings and pullout
capacity of anchors. |
Completed in 2009 |
8 |
Madhusudhan, B.N (Research Fellow, University of
Southampton, UK) |
Ph.D |
Dynamic properties of dry to fully
saturated sands using resonant column and bender element tests. |
Completed in 2012 |
9 |
Bhattacharya, Paramita (Associate. Professor, Civil Engg Dept., IIT Kharagpur) |
Ph.D |
On lower bound limit
analysis, finite elements and linear programming: Application and
improvement. |
Completed in 2012. |
10 |
Rakaraddi, Prabhu (Professor, Civil Engg, Basaveshwar Engineering College, Bagalkot) |
Ph.D |
Surface wave
testing of ground and road pavements. |
Completed in 2013. |
11 |
Sahoo, Jagdish Prasad (Associate Professor, Civil Engg. Dept, IIT Kanpur) |
Ph.D |
Upper Bound Finite
Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels
and a Group of Anchor. |
Completed in 2013. |
12 |
Chakraborty, Debarghya (Associate. Professor, Civil Engg Dept., IIT Kharagpur) |
Ph.D |
Lower Bound Limit
Analysis of Different Plane Strain and Axisymmetric Geomechanics Stability
Problems Using Finite Elements and Linear Programming. |
Completed in 2013. |
13 |
Chakraborty, Manash (Asst. Professor, IIT (BHU) Varanasi.) |
Ph.D |
Finite Element Limit
Analysis for solving Different Axisymmetric Stability Problems in
Geomechanics: Formulation and Solutions |
Completed in 2015. |
14 |
Cherian, Achu Catherine |
Ph.D |
Effect of Cyclic
Strain Path and Vibration Cycles on Shear Modulus and Damping of Sand |
Completed in 2016. |
15 |
Tarun Naskar Assistant Professor, IIT Madras, Chenai |
Ph.D |
Testing of ground
subsurface using spectral and multichannel analysis of surface waves. |
Completed in 2017. |
16 |
Debasis Mohapatra Post-Doctoral Fellow, City University of Hong Kong |
Ph.D |
Novel Numerical
Procedures for Limit Analysis:
Implementation to Planar, Axisymmetric and
Three-Dimensional Geomechanics
Stability Problems |
Completed 2020 |
17 |
Obaidur Rahaman Assistant Professor, Jadavpur University, Kolkata |
Ph.D |
Lower bound finite
element limit analysis for
solving different planar and axisymmetric
stability problems in soil and rock media |
Completed 2021 |
18 |
Shinde Ninad Sanjeev Post -Doctoral Fellow, Italy |
Ph.D |
An application of resonant
column along with Bender elements
tests for assessing dynamic Properties and
liquefaction potential of sand |
Completed 2022 |
19 |
Vijaya Sree Korada |
Ph.D |
Formulations for solving geomechanics
stability problems using stress characteristics and finite element limit
analysis with power type and Mohr-Coulomb yield criteria (under
PMRF) |
Completed 2023 |
20 |
Hemant Jain |
Ph.D |
Ground displacements and stresses around
single and twin tunnels using analytical and numerical approaches |
Completed 2024 Joint supervision with Prof. T.G. Sitharam |
21 |
Sudipto Mukherjee |
Ph.D |
Application of
FELA and other means to deal with problems involving foundations and
excavation |
Joint supervision with Dr. Raghuveer Rao Writing the Thesis |
22 |
Abdullah
Talib |
Ph.D |
On dispersion of
surface waves during testing of ground |
In Process (work completed) |
22 |
Ramdev Rajesh Gohil |
Ph.D |
Liquefaction and
cyclic testing of sand (under PMRF) |
In Process |
23 |
Abhay Anand |
Ph.D |
Constitutive
modelling of jointed rock mass |
In Process |
24 |
R.V.K. Kaundinya |
Ph.D |
Dynamic properties
determination using cyclic triaxial shear tests |
In Process |
25 |
Peddaiah Sandyapogu |
Ph.D |
On liquefaction
assessment using resonant column test |
In Process |
ME/M.Tech (Course) STUDENTS' DISSERTATIONS
Sr. No. |
Student's
name |
Degree |
Title |
Year
and Status |
1 |
Chitikela,
S. |
ME |
Seismic passive pressure coefficients |
Completed in 2001 |
2 |
Kumar, N. |
ME |
Seismic bearing capacity of foundation on slopes. |
Completed in 2002 |
3 |
Reddy, C.O. |
ME |
An experimental investigation of machine foundation
with cushioning of spring mounting base and pad. |
Completed in 2003 |
4 |
Sengupta, J. |
ME |
Seismic response of horizontal ground |
Completed in 2004 |
5 |
Khatri, V.N. |
ME |
Optimized
upper bound solution using linear programming technique |
Completed in 2005 |
6 |
Boora, V. |
ME |
An
experimental investigation of machine foundation with cushioning of spring
mounting base and subjected to horizontal excitation |
Completed in 2006 |
7 |
Sultaniya,
A.K. |
ME |
Seismic
response of layered ground |
Completed in 2007 |
8 |
Singh, V.P. |
ME |
Inversion
technique in SASW |
Completed in 2009 |
9 |
Naskar,T. |
ME |
On
the application of finite elements lower bound limit analysis |
Completed in 2010 |
10 |
Harsha Vajjarapu |
MTech |
On
Seismic testing of pavement |
Completed in 2013 |
11 |
Maitra, S. |
ME |
On
Seismic testing of ground. |
Completed in 2014 |
12 |
Anita |
ME |
Analysis
of surface waves |
Completed in 2015 |
13 |
Rahul Ganhar |
ME |
Non-destructive
testing of ground using spectral analysis of surface waves (SASW) method. |
Completed in 2016 |
14 |
Adari Sai Vivek |
ME |
Analysis
of ground using seismic waves: spectral calculations and refraction wave
analysis |
Completed in 2017 |
15 |
Kavya M S |
ME |
Finite
element analysis of lined and unlined tunnels. |
Completed in 2018 |
16 |
Battina Sandeeep |
ME |
Testing
of ground using surface waves. |
Completed in July 2019 |
17 |
RVKS
Kaundinya |
ME |
Liquefaction
assessment using cyclic triaxial shear tests |
Completed in August 2020 |
18 |
S.S.Avinash Gonnabathula |
M.Tech |
Dynamic
properties of soil and pavements |
Completed in August 2021 |
19 |
Deepesh Rajput |
M.Tech |
Evaluation
of Seismic Bearing Capacity Factors of Circular,Rectangular and Ring foundation using Lower and Upper
Bound 3-D Finite Element Limit Analysis |
Completed in August 2023 |
20 |
Chinta Praneetha |
M.Tech |
Effect
of index parameters on the stress-strain behavior
of granular materials |
Completed in August 2023 |
21 |
Arunkumar V Hiremath |
M.Tech |
Stability
Analysis of Earthen Dams under Unsaturated conditions |
Completed in August 2024 |
22 |
Kethavath Kumar |
M.Tech |
Stability
assessment of unlined circular tunnels using finite element limit analysis |
Completed in August 2024 |
23 |
Priya
Toms |
M.Tech |
Ongoing
|
Ongoing |