-
1
-
-
31444455432
-
Behavior of bentonite-enhanced sands under dynamic loading in a ring shear apparatus
-
" " Proc., 5th Conf. "Sergeevskie chteniya, " Moscow
-
Gratchev, I. B., Sassa, K., and Fukuoka, H. (2003a). "Behavior of bentonite-enhanced sands under dynamic loading in a ring shear apparatus." Proc., 5th Conf. "Sergeevskie chteniya," Moscow, 7-11.
-
(2003)
, pp. 7-11
-
-
Gratchev, I.B.1
Sassa, K.2
Fukuoka, H.3
-
2
-
-
31444439518
-
Effect of salt concentration and pH of pore water on liquefaction on clayey sands under dynamic loading in a ring shear apparatus
-
" " Proc., 42nd Annual Conf. of Japan Landslide Society, Toyama, Japan
-
Gratchev, I. B., Sassa, K., and Fukuoka, H. (2003b). "Effect of salt concentration and pH of pore water on liquefaction on clayey sands under dynamic loading in a ring shear apparatus." Proc., 42nd Annual Conf. of Japan Landslide Society, Toyama, Japan, 285-288.
-
(2003)
, pp. 285-288
-
-
Gratchev, I.B.1
Sassa, K.2
Fukuoka, H.3
-
3
-
-
31444434331
-
Cyclic behavior of clayey sands under different physico-chemical conditions
-
" " Proc., 9th Int. Symp. on Landslides, Rio de Janeiro, Brazil
-
Gratchev, I. B., Sassa, K., and Fukuoka, H. (2004). "Cyclic behavior of clayey sands under different physico-chemical conditions." Proc., 9th Int. Symp. on Landslides, Rio de Janeiro, Brazil, 701-704.
-
(2004)
, pp. 701-704
-
-
Gratchev, I.B.1
Sassa, K.2
Fukuoka, H.3
-
4
-
-
0032860021
-
Liquefaction of silts and silt-clay mixtures
-
" " JGGEFK 1090-0241 10.1061/(ASCE)1090-0241():8(706), (8)
-
Guo, T., and Prakash, S. (1999). "Liquefaction of silts and silt-clay mixtures." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(1999)125:8(706), 125(8), 706-710.
-
(1999)
J. Geotech. Geoenviron. Eng.
, vol.125
, pp. 706-710
-
-
Guo, T.1
Prakash, S.2
-
5
-
-
0019260397
-
Undrained cyclic strength of marine soils
-
" ", (6)
-
Houston, W., and Herrmann, M. (1980). "Undrained cyclic strength of marine soils." J. Soil Mech. Found. Div., 106(6), 691-712.
-
(1980)
J. Soil Mech. Found. Div.
, vol.106
, pp. 691-712
-
-
Houston, W.1
Herrmann, M.2
-
6
-
-
0027802377
-
Liquefaction and flow failure during earthquakes
-
" " GTNQA8 0016-8505, (3)
-
Ishihara, K. (1993). "Liquefaction and flow failure during earthquakes." GeotechniqueGTNQA80016-8505, 43(3), 351-415.
-
(1993)
Geotechnique
, vol.43
, pp. 351-415
-
-
Ishihara, K.1
-
7
-
-
31444438972
-
-
Fundamentals of soil behavior, Wiley, New York
-
Mitchell, J. K. (1993). Fundamentals of soil behavior, Wiley, New York.
-
(1993)
-
-
Mitchell, J.K.1
-
8
-
-
0035391160
-
Influence of anions on the reological properties of clay mineral dispersions
-
" " ACLSER 0169-1317
-
Penner, D., and Lagaly, G. (2001). "Influence of anions on the reological properties of clay mineral dispersions." Appl. Clay Sci.ACLSER0169-1317, 19, 131-142.
-
(2001)
Appl. Clay Sci.
, vol.19
, pp. 131-142
-
-
Penner, D.1
Lagaly, G.2
-
9
-
-
0033504154
-
How liquefiable are cohesive soils
-
" " Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, Lisboa, Portugal
-
Perlea, V. G., Koester, J. P., and Prakash, S. (1999). "How liquefiable are cohesive soils." Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, Lisboa, Portugal, 611-618.
-
(1999)
, pp. 611-618
-
-
Perlea, V.G.1
Koester, J.P.2
Prakash, S.3
-
10
-
-
0027789784
-
Consistency limits behavior of bentonites exposed to sea water
-
" " MGGEEI 1064-9X
-
Rao, S., Sridharan, A., and Chandrakaran, S. (1993). "Consistency limits behavior of bentonites exposed to sea water." Mar. Geotech.MGGEEI1064-119X, 11, 213-227.
-
(1993)
Mar. Geotech.
, vol.11
, pp. 213-227
-
-
Rao, S.1
Sridharan, A.2
Chandrakaran, S.3
-
11
-
-
0022238929
-
The mechanism of debris flows
-
" " Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco
-
Sassa, K. (1985). "The mechanism of debris flows." Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, 1173-1176.
-
(1985)
, pp. 1173-1176
-
-
Sassa, K.1
-
12
-
-
0037915574
-
Performing undrained shear tests on saturated sands in a new intelligent type of ring-shear apparatus
-
" " GTJODJ 0149-6115, (3)
-
Sassa, K., Fukuoka, H., and Wang, G. (2003). "Performing undrained shear tests on saturated sands in a new intelligent type of ring-shear apparatus." Geotech. Test. J.GTJODJ0149-6115, 26(3), 257-265.
-
(2003)
Geotech. Test. J.
, vol.26
, pp. 257-265
-
-
Sassa, K.1
Fukuoka, H.2
Wang, G.3
-
13
-
-
23944433044
-
Undrained dynamic loading ring shear apparatus and application for landslide dynamics
-
Sassa, K., Fukuoka, H., Wang, G., and Ishikawa, N. (2004). "Undrained dynamic loading ring shear apparatus and application for landslide dynamics." Landslides, 1(1), 7-21.
-
(2004)
Landslides
, vol.1
-
-
Sassa, K.1
Fukuoka, H.2
Wang, G.3
Ishikawa, N.4
-
14
-
-
85024182906
-
"The sensitivity of clays"
-
Skempton, A. W., and Northey, R. D. (1952). "The sensitivity of clays." Geotechnique, 3(1), 30-53.
-
(1952)
Geotechnique
, vol.3
, Issue.1
-
-
Skempton, A.W.1
Northey, R.D.2
-
15
-
-
0001561462
-
Liquid limit of montmorillonite soils
-
" " GTJODJ 014-6115, (3)
-
Sridharan, A., Rao, S., and Murthy, N. S. (1986). "Liquid limit of montmorillonite soils." Geotech. Test. J.GTJODJ0149-6115, 9(3), 156-159.
-
(1986)
Geotech. Test. J.
, vol.9
, pp. 156-215
-
-
Sridharan, A.1
Rao, S.2
Murthy, N.S.3
-
16
-
-
0024165843
-
Liquid limit of kaolinitic soils
-
" " GTNQA8 0016-8505, (2)
-
Sridharan, A., Rao, S., and Murthy, N. S. (1988). "Liquid limit of kaolinitic soils." GeotechniqueGTNQA80016-8505, 38(2), 191-198.
-
(1988)
Geotechnique
, vol.38
, pp. 191-198
-
-
Sridharan, A.1
Rao, S.2
Murthy, N.S.3
-
17
-
-
0012092144
-
On the role of chemistry in the development and behavior of the sensitive marine clays of Canada and Scandinavia
-
" " CGJOAH 0008-3674
-
Torrance, J. K. (1975). "On the role of chemistry in the development and behavior of the sensitive marine clays of Canada and Scandinavia." Can. Geotech. J.CGJOAH0008-3674, 12, 326-335.
-
(1975)
Can. Geotech.
, vol.12
, pp. 326-335
-
-
Torrance, J.K.1
|