-
2
-
-
2942559313
-
Effect of particle gradation on liquefaction and post-liquefaction strength by means of triaxial test
-
No. III-50
-
Hara T, Kokusho T (2000) Effect of particle gradation on liquefaction and post-liquefaction strength by means of triaxial test. Journal of Japan Society of Civil Engineers (in Japanese) No. 645, No. III-50: 245-253
-
(2000)
Journal of Japan Society of Civil Engineers (in Japanese)
, Issue.645
, pp. 245-253
-
-
Hara, T.1
Kokusho, T.2
-
3
-
-
84874376805
-
Experiments of influencing factors on minimum and maximum density for sandy-gravel
-
No. III-69
-
Hara T, Kokusho T (2004) Experiments of influencing factors on minimum and maximum density for sandy-gravel. Journal of Japan Society of Civil Engineers (in Japanese) No. 778, No. III-69: 151-162
-
(2004)
Journal of Japan Society of Civil Engineers (in Japanese)
, Issue.778
, pp. 151-162
-
-
Hara, T.1
Kokusho, T.2
-
4
-
-
0002920313
-
Elastic wave velocities in granular soils
-
SM1
-
Hardin BO, Richart FE (1963) Elastic wave velocities in granular soils. Proc. ASCE, Vol. 89, SM1, pp 33-65
-
(1963)
Proc. ASCE
, vol.89
, pp. 33-65
-
-
Hardin, B.O.1
Richart, F.E.2
-
5
-
-
0029723730
-
-
Special Issue, Soils and Foundations, Japanese Geotechnical Society
-
Inagaki H, Iai S, Sugano T, Yamazaki H, Inatomi T (1996) Performance of caisson type walls at Kobe Port. Special Issue, Soils and Foundations, Japanese Geotechnical Society, 119-136
-
(1996)
Performance of Caisson Type Walls At Kobe Port
, pp. 119-136
-
-
Inagaki, H.1
Iai, S.2
Sugano, T.3
Yamazaki, H.4
Inatomi, T.5
-
6
-
-
84874345719
-
State-of-the-art report on mechanical properties of gravelly soil
-
JGS Committee, Japanese Geotechnical Society, (in Japanese)
-
JGS Committee (2001) State-of-the-art report on mechanical properties of gravelly soil. Proc. Symposium on Mechanical Properties of Gravelly Soils, Japanese Geotechnical Society, pp 97-99 (in Japanese)
-
(2001)
Proc. Symposium on Mechanical Properties of Gravelly Soils
, pp. 97-99
-
-
-
7
-
-
0028714951
-
Dynamic properties of gravel layers investigated by in-situ freezing sampling
-
Kokusho T, Tanaka Y (1994) Dynamic properties of gravel layers investigated by in-situ freezing sampling. Proc., Ground Failure under Seismic Condition, ASCE Convention in Atlanta, Geotechnical Special Publication No. 44, pp 121-140
-
(1994)
Proc., Ground Failure Under Seismic Condition, ASCE Convention In Atlanta, Geotechnical Special Publication
, vol.44
, pp. 121-140
-
-
Kokusho, T.1
Tanaka, Y.2
-
8
-
-
0029368237
-
Case study of rock debris avalanche gravel liquefied during 1993 Hokkaido-Nansei-Oki Earthquake
-
Kokusho T, Tanaka Y, Kawai T, Kudo K, Suzuki K, Tohda S, Abe S (1995) Case study of rock debris avalanche gravel liquefied during 1993 Hokkaido-Nansei-Oki Earthquake. Soils and Foundations 35(3): 83-95
-
(1995)
Soils and Foundations
, vol.35
, Issue.3
, pp. 83-95
-
-
Kokusho, T.1
Tanaka, Y.2
Kawai, T.3
Kudo, K.4
Suzuki, K.5
Tohda, S.6
Abe, S.7
-
9
-
-
0000257888
-
SPT N-value and S-wave velocity for gravelly soils with different grain size distribution
-
Kokusho T, Yoshida Y (1997) SPT N-value and S-wave velocity for gravelly soils with different grain size distribution. Soils and Foundations, 37(4): pp 105-113
-
(1997)
Soils and Foundations
, vol.37
, Issue.4
, pp. 105-113
-
-
Kokusho, T.1
Yoshida, Y.2
-
10
-
-
2942613919
-
Correlation of pore-pressure B-value with P-wave velocity and Poisson's ratio for imperfectly saturated sand or gravel
-
Kokusho T (2000) Correlation of pore-pressure B-value with P-wave velocity and Poisson's ratio for imperfectly saturated sand or gravel. Soils and Foundations, 40(4): 95-102
-
(2000)
Soils and Foundations
, vol.40
, Issue.4
, pp. 95-102
-
-
Kokusho, T.1
-
12
-
-
2942579086
-
Undrained shear strength of granular soils with different particle gradations
-
Kokusho T, Hara T, Hiraoka R (2004) Undrained shear strength of granular soils with different particle gradations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 130(6): 621-629
-
(2004)
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.130
, Issue.6
, pp. 621-629
-
-
Kokusho, T.1
Hara, T.2
Hiraoka, R.3
-
13
-
-
84862227667
-
Liquefaction strength of fines-containing sands compared with cone-penetration resistance in triaxial specimens
-
Kyoto, ASCE Geo-Institute Geotechnical Publication
-
Kokusho T, Hara T, Murahata K (2005) Liquefaction strength of fines-containing sands compared with cone-penetration resistance in triaxial specimens. Proc. Second Japan-U.S. Workshop on Geomechanics: Testing, Modeling and Simulation, Kyoto, ASCE Geo-Institute Geotechnical Publication No. 156, pp 356-373
-
(2005)
Proc. Second Japan-U.S. Workshop On Geomechanics: Testing, Modeling and Simulation
, vol.156
, pp. 356-373
-
-
Kokusho, T.1
Hara, T.2
Murahata, K.3
-
14
-
-
84862193502
-
Fundamental study on the effect of fines on liquefaction characteristics of reclaimed ground
-
III-38, (in Japanese)
-
Sato M, Oda M, Kazama H, Ozeki K (1997) Fundamental study on the effect of fines on liquefaction characteristics of reclaimed ground. Journal of Japan Society for Civil Engineers, No. 561/III-38, 271-282 (in Japanese)
-
(1997)
Journal of Japan Society For Civil Engineers
, Issue.561
, pp. 271-282
-
-
Sato, M.1
Oda, M.2
Kazama, H.3
Ozeki, K.4
-
15
-
-
0009425684
-
-
CRIEPI Research Report No. U87019, Central Research Institute of Electric Power Industry (in Japanese)
-
Tanaka Y, Kudo K, Yoshida Y, Ikemi M (1987) "A study on the mechanical properties of sandy gravel - Dynamic properties of reconstituted sample-", CRIEPI Research Report No. U87019, Central Research Institute of Electric Power Industry (in Japanese)
-
(1987)
A Study On the Mechanical Properties of Sandy Gravel - Dynamic Properties of Reconstituted Sample
-
-
Tanaka, Y.1
Kudo, K.2
Yoshida, Y.3
Ikemi, M.4
-
16
-
-
0026998628
-
Undrained cyclic strength of gravelly soil and its evaluation by penetration resistance and shear modulus
-
Tanaka T, Kudo K, Yoshida Y, Kokusho Y (1992) Undrained cyclic strength of gravelly soil and its evaluation by penetration resistance and shear modulus. Soils and Foundations 32(4): 128-142
-
(1992)
Soils and Foundations
, vol.32
, Issue.4
, pp. 128-142
-
-
Tanaka, T.1
Kudo, K.2
Yoshida, Y.3
Kokusho, Y.4
-
17
-
-
0024622707
-
Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed samples
-
Yoshimi Y, Tokimatsu K, Hosaka Y (1989) Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed samples. Soils and Foundations 29(1): 93-104
-
(1989)
Soils and Foundations
, vol.29
, Issue.1
, pp. 93-104
-
-
Yoshimi, Y.1
Tokimatsu, K.2
Hosaka, Y.3
|