-
1
-
-
33746034783
-
"Testing and modeling the behavior of riverbed and quarried rockfill materials"
-
Ph.D. thesis, IIT Delhi, New Delhi, India
-
Abbas, S. M. (2003). "Testing and modeling the behavior of riverbed and quarried rockfill materials." Ph.D. thesis, IIT Delhi, New Delhi, India.
-
(2003)
-
-
Abbas, S.M.1
-
2
-
-
0030290851
-
"Influence of aggregate properties on performance of heavy-duty hot-mix asphalt pavement"
-
Transportation Research Board, National Research Council, Washington D.C
-
Ahlrich, R. C. (1996). "Influence of aggregate properties on performance of heavy-duty hot-mix asphalt pavement." Transportation Research Record 1547, Transportation Research Board, National Research Council, Washington D.C.
-
(1996)
Transportation Research Record 1547
-
-
Ahlrich, R.C.1
-
3
-
-
0242697333
-
"How ought one to determine soil parameters to be used in the design of earth and rockfill dam?"
-
New Delhi
-
Ansari, K. S., and Chandra, S. (1986). "How ought one to determine soil parameters to be used in the design of earth and rockfill dam?" Proc., Indian Geotechnical Conf., New Delhi, Vol. 2, 1-6.
-
(1986)
Proc., Indian Geotechnical Conf.
, vol.2
, pp. 1-6
-
-
Ansari, K.S.1
Chandra, S.2
-
4
-
-
33746073572
-
"Standard test method for unconfined compressive strength of intact rock core specimens"
-
ASTM. Philadelphia
-
ASTM. (1995). "Standard test method for unconfined compressive strength of intact rock core specimens" ASTM D 2938-95, Philadelphia.
-
(1995)
ASTM D 2938-95
-
-
-
5
-
-
33746050569
-
"Standard test method for uncompacted void content of fine aggregate (as influenced by particle shape, surface texture, and grading)"
-
ASTM. Philadelphia
-
ASTM. (1998). "Standard test method for uncompacted void content of fine aggregate (as influenced by particle shape, surface texture, and grading)." ASTM C 1252-98, Philadelphia.
-
(1998)
ASTM C 1252-98
-
-
-
6
-
-
33746088251
-
-
Chap. 8, H. B. Muhlhaus, ed., Wiley, Chichester, U.K
-
Desai, C. S. (1995). Constitutive modelling using the disturbed state as microstructure self adjustment concept, continuum models for materials with microstructure, Chap. 8, H. B. Muhlhaus, ed., Wiley, Chichester, U.K.
-
(1995)
Constitutive Modelling Using the Disturbed State As Microstructure Self Adjustment Concept, Continuum Models for Materials With Microstructure
-
-
Desai, C.S.1
-
8
-
-
0022928656
-
"A hierarchical approach for constitutive modelling of geologic materials"
-
IJNGDZ0363-906110.1002/nag.1610100302
-
Desai, C. S., Somasundaram, S., and Frantziskonis, G. (1986). "A hierarchical approach for constitutive modelling of geologic materials." Int. J. Numer. Analyt. Meth. Geomech.IJNGDZ0363-906110.1002/nag.1610100302, 10(3), 225-257.
-
(1986)
Int. J. Numer. Analyt. Meth. Geomech
, vol.10
, Issue.3
, pp. 225-257
-
-
Desai, C.S.1
Somasundaram, S.2
Frantziskonis, G.3
-
9
-
-
85056981608
-
"Hierarchical and unified models for solids and discontinuities"
-
Notes for Short Course, Tucson, Ariz
-
Desai, C. S., and Wathugala, G. N. (1987). "Hierarchical and unified models for solids and discontinuities." Notes for Short Course, Tucson, Ariz.
-
(1987)
-
-
Desai, C.S.1
Wathugala, G.N.2
-
10
-
-
0015457493
-
"Some testing experiences and characteristics of boulder-gravel fills in earth dams"
-
ASTM, Philadelphia
-
Frost, R. J. (1973). "Some testing experiences and characteristics of boulder-gravel fills in earth dams." STP 523:207, ASTM, Philadelphia.
-
(1973)
STP 523:207
-
-
Frost, R.J.1
-
11
-
-
0000787494
-
"Tests on cohesionless materials for rockfill dams"
-
JSFEAQ0044-7994
-
Fumagalli, E. (1969). "Tests on cohesionless materials for rockfill dams." J. Soil Mech. Found. Div.JSFEAQ0044-7994, 95(1), 313-332.
-
(1969)
J. Soil Mech. Found. Div.
, vol.95
, Issue.1
, pp. 313-332
-
-
Fumagalli, E.1
-
12
-
-
0242528458
-
"Constitutive modelling of rockfill materials"
-
Ph.D. thesis, I.I.T. Delhi, New Delhi, India
-
Gupta, A. K. (2000). "Constitutive modelling of rockfill materials." Ph.D. thesis, I.I.T. Delhi, New Delhi, India.
-
(2000)
-
-
Gupta, A.K.1
-
13
-
-
85168760987
-
"Triaxial testing using large scale high pressure equipment"
-
ASTM, Philadelphia
-
Hall, E. B., and Gordon, B. B. (1963). "Triaxial testing using large scale high pressure equipment." STP 361, ASTM, Philadelphia, 315-328.
-
(1963)
STP 361
, pp. 315-328
-
-
Hall, E.B.1
Gordon, B.B.2
-
15
-
-
0001342150
-
"Stresses and movements in Oroville dam"
-
JSFEAQ0044-7994
-
Kulhawy, F. H., and Duncan, J. M. (1972). "Stresses and movements in Oroville dam." J. Soil Mech. Found. Div.JSFEAQ0044-7994, 98(7), 653-665.
-
(1972)
J. Soil Mech. Found. Div.
, vol.98
, Issue.7
, pp. 653-665
-
-
Kulhawy, F.H.1
Duncan, J.M.2
-
16
-
-
0242528456
-
"Shear strength of coarse embankment dam materials"
-
ICOLD, Edinburgh, Scotland
-
Lowe, J. (1964). "Shear strength of coarse embankment dam materials." Proc., 8th Int. Congress on Large Dams, ICOLD, Edinburgh, Scotland, 3, 745-761.
-
(1964)
Proc., 8th Int. Congress on Large Dams
, vol.3
, pp. 745-761
-
-
Lowe, J.1
-
17
-
-
0002868163
-
"Large scale testing of rockfill materials"
-
JSFEAQ0044-7994
-
Marsal, R. J. (1967). "Large scale testing of rockfill materials." J. Soil Mech. Found. Div.JSFEAQ0044-7994, 93(2), 27-43.
-
(1967)
J. Soil Mech. Found. Div.
, vol.93
, Issue.2
, pp. 27-43
-
-
Marsal, R.J.1
-
18
-
-
0015284873
-
"Evaluation of properties of rockfill materials"
-
JSFEAQ0044-7994
-
Marsachi, N. D., Chan, C. K., and Seed, H. B. (1972). "Evaluation of properties of rockfill materials." J. Soil Mech. Found. Div.JSFEAQ0044-7994, 98(1), 95-114.
-
(1972)
J. Soil Mech. Found. Div.
, vol.98
, Issue.1
, pp. 95-114
-
-
Marsachi, N.D.1
Chan, C.K.2
Seed, H.B.3
-
19
-
-
0242697330
-
"Response paper to how ought one to determine soil parameters to be used in the design of earth and rockfill dams"
-
New Delhi, India
-
Ramamurthy, T., and Gupta, K. K. (1986). "Response paper to how ought one to determine soil parameters to be used in the design of earth and rockfill dams." Proc., Indian Geotech. Conf., New Delhi, India, 2, 15-19.
-
(1986)
Proc., Indian Geotech. Conf.
, vol.2
, pp. 15-19
-
-
Ramamurthy, T.1
Gupta, K.K.2
-
20
-
-
0027789249
-
"Parameters for stress and deformation analysis of rockfill dams"
-
CGJOAH0008-3674
-
Saboya, F. J., and Byrne, P. M. (1993). "Parameters for stress and deformation analysis of rockfill dams." Can. Geotech. J.CGJOAH0008-3674, 30(4), 690-701.
-
(1993)
Can. Geotech. J.
, vol.30
, Issue.4
, pp. 690-701
-
-
Saboya, F.J.1
Byrne, P.M.2
-
21
-
-
33746048631
-
"Field density gradation and triaxial testing of large-size rockfill for little blue run dam"
-
R. N. Yong and F. C. Townsend, eds., ASTM, Philadelphia
-
Thiers, G. R., and Donovan, T. D. (1981). "Field density gradation and triaxial testing of large-size rockfill for little blue run dam." Laboratory Shear Strength of Soil, ASTM, STP, 740, R. N. Yong and F. C. Townsend, eds., ASTM, Philadelphia, 315-325.
-
(1981)
Laboratory Shear Strength of Soil, ASTM, STP, 740
, pp. 315-325
-
-
Thiers, G.R.1
Donovan, T.D.2
-
22
-
-
0242444943
-
"Material constants of a constitutive model determination and use"
-
Varadarajan, A., and Desai, C. S. (1993). "Material constants of a constitutive model determination and use." Indian Geotech. J., 23(3), 291-313.
-
(1993)
Indian Geotech. J.
, vol.23
, Issue.3
, pp. 291-313
-
-
Varadarajan, A.1
Desai, C.S.2
-
23
-
-
27644431935
-
"Constitutive modeling of a schistose rock in the Himalaya"
-
IJGNAI1532-3641
-
Varadarajan, A., Sharma, K. G., Desai, C. S., and Hashemi, M. (2001). "Constitutive modeling of a schistose rock in the Himalaya." Int. J. Geomech.IJGNAI1532-3641, 1(1), 83-107.
-
(2001)
Int. J. Geomech.
, vol.1
, Issue.1
, pp. 83-107
-
-
Varadarajan, A.1
Sharma, K.G.2
Desai, C.S.3
Hashemi, M.4
-
24
-
-
33746066209
-
"Constitutive modelling of rockfill materials"
-
Rensselaer Polytechnic Institute, Troy, N.Y
-
Varadarajan, A., Sharma, K. G., Venkatachalam, K., and Gupta, A. K. (1999). "Constitutive modelling of rockfill materials." Proc., 4th Int. Conf. on Constitutive Laws for Engineering Materials, Rensselaer Polytechnic Institute, Troy, N.Y.
-
(1999)
Proc., 4th Int. Conf. on Constitutive Laws for Engineering Materials
-
-
Varadarajan, A.1
Sharma, K.G.2
Venkatachalam, K.3
Gupta, A.K.4
-
25
-
-
0037342228
-
"Testing and modeling two rockfill materials"
-
JGGEFK1090-024110.1061/(ASCE)1090-0241(2003)129:3(206)
-
Varadarajan, A., Sharma, K. G., Venkatachalam, K., and Gupta, A. K. (2003). "Testing and modeling two rockfill materials." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(2003)129:3(206), 129(3), 206-218.
-
(2003)
J. Geotech. Geoenviron. Eng.
, vol.129
, Issue.3
, pp. 206-218
-
-
Varadarajan, A.1
Sharma, K.G.2
Venkatachalam, K.3
Gupta, A.K.4
-
26
-
-
0242444948
-
"Prediction of mechanical behavior of rockfill materials"
-
Ph.D. thesis, I.I.T. Delhi, New Delhi, India
-
Venkatachalam, K. (1993). "Prediction of mechanical behavior of rockfill materials." Ph.D. thesis, I.I.T. Delhi, New Delhi, India.
-
(1993)
-
-
Venkatachalam, K.1
-
27
-
-
0001456414
-
"The shear strength of the shell materials for the Go-Schenenalp Dam, Switzerland"
-
Butterworth's, London
-
Zeller, J., and Wullimann, R. (1957). "The shear strength of the shell materials for the Go-Schenenalp Dam, Switzerland." Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, Butterworth's, London, 2, 399-404.
-
(1957)
Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering
, vol.2
, pp. 399-404
-
-
Zeller, J.1
Wullimann, R.2
|