-
1
-
-
0002184745
-
"Stress-history effects on shear modulus of soils"
-
SOIFBE0038-0806
-
Afifi, S. S., and Richart, F. E., Jr. (1973). "Stress-history effects on shear modulus of soils." Soils Found. SOIFBE0038-0806, 13(1), 77-95.
-
(1973)
Soils Found
, vol.13
, Issue.1
, pp. 77-95
-
-
Afifi, S.S.1
Richart Jr., F.E.2
-
2
-
-
0008070946
-
"Long-term pressure effects on shear modulus of soils"
-
JSFEAQ0044-7994
-
Afifi, S. S., and Woods, R. D. (1971). "Long-term pressure effects on shear modulus of soils." J. Soil Mech. and Found. Div. JSFEAQ0044-7994, 97(SM10), 1445-1460.
-
(1971)
J. Soil Mech. and Found. Div.
, vol.97
, Issue.SM10
, pp. 1445-1460
-
-
Afifi, S.S.1
Woods, R.D.2
-
3
-
-
0024888467
-
"Shear modulus and cyclic undrained behavior of sands"
-
SOIFBE0038-0806
-
Alarcon-Guzman, A., Chameau, J. L., Leonardos, G. A., and Frost, J. D. (1989). "Shear modulus and cyclic undrained behavior of sands." Soils Found. SOIFBE0038-0806, 29(4), 105-119.
-
(1989)
Soils Found
, vol.29
, Issue.4
, pp. 105-119
-
-
Alarcon-Guzman, A.1
Chameau, J.L.2
Leonardos, G.A.3
Frost, J.D.4
-
4
-
-
70349498207
-
"Elastic stiffness moduli of Hostun sand"
-
MS thesis, Univ. of Bristol, Bristol, U.K
-
Amat, A. S. (2007). "Elastic stiffness moduli of Hostun sand." MS thesis, Univ. of Bristol, Bristol, U.K.
-
(2007)
-
-
Amat, A.S.1
-
5
-
-
1142295399
-
"An experimental study on the aging of sands"
-
Ph.D. thesis, Faculty of the Virginia Polytechnic Institute and State Univ., Va
-
Baxter, C. D. P. (1999). "An experimental study on the aging of sands." Ph.D. thesis, Faculty of the Virginia Polytechnic Institute and State Univ., Va.
-
(1999)
-
-
Baxter, C.D.P.1
-
6
-
-
0029667953
-
"Anisotropy of small strain stiffness in Ticino sand"
-
GTNQA80016-8505
-
Bellotti, R., Jamiolkowski, M., Lo Presti, D. C. F., and O'Neill, D. A. (1996). "Anisotropy of small strain stiffness in Ticino sand." Geotechnique GTNQA80016-8505, 46(1), 115-131.
-
(1996)
Geotechnique
, vol.46
, Issue.1
, pp. 115-131
-
-
Bellotti, R.1
Jamiolkowski, M.2
Lo Presti, D.C.F.3
O'Neill, D.A.4
-
7
-
-
0017505383
-
"Factors affecting liquefaction and cyclic mobility"
-
AJGEB60093-6405
-
Castro, G., and Poulos, S. J. (1977). "Factors affecting liquefaction and cyclic mobility." J. Geotech. Engrg. Div. AJGEB60093-6405, 103(GT6), 501-516.
-
(1977)
J. Geotech. Engrg. Div.
, vol.103
, Issue.GT6
, pp. 501-516
-
-
Castro, G.1
Poulos, S.J.2
-
8
-
-
0742307424
-
"Measurement of quasi-elastic stiffness parameters of dense Toyoura sand in hollow cylinder apparatus and triaxial apparatus with bender elements"
-
GTJODJ0149-6115 10.1520/GTJ11389
-
Chaudhary, S. K., Kuwano, J., and Hayano, Y. (2004). "Measurement of quasi-elastic stiffness parameters of dense Toyoura sand in hollow cylinder apparatus and triaxial apparatus with bender elements." Geotech. Test. J. GTJODJ0149-6115, 27(1), 23-35.10.1520/GTJ11389
-
(2004)
Geotech. Test. J.
, vol.27
, Issue.1
, pp. 23-35
-
-
Chaudhary, S.K.1
Kuwano, J.2
Hayano, Y.3
-
9
-
-
0021373447
-
"Pore pressure buildup in resonant column tests"
-
JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1984)110:2(247)
-
Chung, R. M., Yokel, F. Y., and Wechsler, H. (1984). "Pore pressure buildup in resonant column tests." J. Geotech. Engrg. JGENDZ0733-9410, 110(2), 247-261.10.1061/(ASCE)0733-9410(1984)110:2(247)
-
(1984)
J. Geotech. Engrg.
, vol.110
, Issue.2
, pp. 247-261
-
-
Chung, R.M.1
Yokel, F.Y.2
Wechsler, H.3
-
10
-
-
84914815768
-
"Determination of the density of non-cohesive soils at loosest and densest packing"
-
Deutches Institut für Normung (DIN). Berlin.Deutches Institut für Normung (DIN). (1996). "Determination of the density of non-cohesive soils at loosest and densest packing." DIN 18126, Berlin
-
Deutches Institut für Normung (DIN). (1996). "Determination of the density of non-cohesive soils at loosest and densest packing." DIN 18126, Berlin.Deutches Institut für Normung (DIN). (1996). "Determination of the density of non-cohesive soils at loosest and densest packing." DIN 18126, Berlin.
-
(1996)
DIN 18126
-
-
-
11
-
-
0037549390
-
"Dynamic prestraining of dry sand"
-
JSFEAQ0044-7994
-
Drnevich, V. P., and Richart, F. E. (1970). "Dynamic prestraining of dry sand." J. Soil Mech. and Found. Div. JSFEAQ0044-7994, 96(SM2), 453-467.
-
(1970)
J. Soil Mech. and Found. Div.
, vol.96
, Issue.SM2
, pp. 453-467
-
-
Drnevich, V.P.1
Richart, F.E.2
-
12
-
-
48449099215
-
"Volumetric strains of clean sands subject to cyclic loads"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2008)134:8(1073)
-
Duku, P. M., Stewart, J. P., Whang, D. H., and Yee, E. (2008). "Volumetric strains of clean sands subject to cyclic loads." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 134(8), 1073-1085.10.1061/ (ASCE)1090-0241(2008)134:8(1073)
-
(2008)
J. Geotech. Geoenviron. Eng.
, vol.134
, Issue.8
, pp. 1073-1085
-
-
Duku, P.M.1
Stewart, J.P.2
Whang, D.H.3
Yee, E.4
-
13
-
-
0018153003
-
"Dynamic modulus and damping relationships for sands"
-
Edil, T. B., and Luh, G.-F. (1978). "Dynamic modulus and damping relationships for sands." Soil. Dyn. Earthquake Eng., 1, 394-409.
-
(1978)
Soil. Dyn. Earthquake Eng.
, vol.1
, pp. 394-409
-
-
Edil, T.B.1
Luh, G.-F.2
-
14
-
-
0012293761
-
"Anisotropy of small strain stiffness of Ticino and Kenya sands from seismic wave propagation measured in triaxial testing"
-
SOIFBE0038-0806
-
Fioravante, V. (2000). "Anisotropy of small strain stiffness of Ticino and Kenya sands from seismic wave propagation measured in triaxial testing." Soils Found. SOIFBE0038-0806, 40(4), 129-142.
-
(2000)
Soils Found
, vol.40
, Issue.4
, pp. 129-142
-
-
Fioravante, V.1
-
15
-
-
0041909659
-
"On the use of multi-directional piezoelectric transducers in triaxial testing"
-
GTJODJ0149-6115 10.1520/GTJ11344J
-
Fioravante, V., and Capoferri, R. (2001). "On the use of multi-directional piezoelectric transducers in triaxial testing." Geotech. Test. J. GTJODJ0149-6115, 24(3), 243-255.10.1520/GTJ11344J
-
(2001)
Geotech. Test. J.
, vol.24
, Issue.3
, pp. 243-255
-
-
Fioravante, V.1
Capoferri, R.2
-
16
-
-
0002930919
-
"Chapter 15: Foundation vibrations"
-
2nd Ed., H.-Y. Fang, ed., Chapman & Hall, New York/London
-
Gazetas, G. (1991). "Chapter 15: Foundation vibrations." Foundation engineering handbook, 2nd Ed., H.-Y. Fang, ed., Chapman & Hall, New York/London, 553-593.
-
(1991)
Foundation Engineering Handbook
, pp. 553-593
-
-
Gazetas, G.1
-
17
-
-
0002140761
-
"Sand stiffness under various triaxial stresses"
-
JSFEAQ0044-7994
-
Hardin, B. O., and Black, W. L. (1966). "Sand stiffness under various triaxial stresses." J. Soil Mech. and Found. Div. JSFEAQ0044-7994, 92(SM2), 27-42.
-
(1966)
J. Soil Mech. and Found. Div.
, vol.92
, Issue.SM2
, pp. 27-42
-
-
Hardin, B.O.1
Black, W.L.2
-
18
-
-
22744450929
-
"Estimating the shear modulus of gravelly soils"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2005)131:7(867)
-
Hardin, B. O., and Kalinski, M. E. (2005). "Estimating the shear modulus of gravelly soils." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 131(7), 867-875.10.1061/(ASCE)1090-0241(2005)131:7(867)
-
(2005)
J. Geotech. Geoenviron. Eng.
, vol.131
, Issue.7
, pp. 867-875
-
-
Hardin, B.O.1
Kalinski, M.E.2
-
19
-
-
0002920313
-
"Elastic wave velocities in granular soils"
-
0044-7994
-
Hardin, B. O., and Richart, F. E., Jr. (1963). "Elastic wave velocities in granular soils." J. Soil Mech. Found. Div., 89(SM1), 33-65. 0044-7994
-
(1963)
J. Soil Mech. Found. Div.
, vol.89
, Issue.SM1
, pp. 33-65
-
-
Hardin, B.O.1
Richart Jr., F.E.2
-
20
-
-
84914812030
-
"Dynamic properties of sands and gravel based on resonant column tests"
-
ZZZZZZ0172-6145 (in German)
-
Heiniger, Ch. (1985). "Dynamic properties of sands and gravel based on resonant column tests." Geotechnik ZZZZZZ0172-6145, 8, 76-81 (in German).
-
(1985)
Geotechnik
, vol.8
, pp. 76-81
-
-
Heiniger, Ch.1
-
21
-
-
84934701192
-
"Über die Berührung fester elastischer Körper"
-
JRMAA80075-4102
-
Hertz, H. (1881). "Über die Berührung fester elastischer Körper." J. Reine Angew. Math. JRMAA80075-4102, 92, 156-171.
-
(1881)
J. Reine Angew. Math.
, vol.92
, pp. 156-171
-
-
Hertz, H.1
-
23
-
-
0017534432
-
"Effects of grain size and grading on dynamic shear moduli of sands"
-
SOIFBE0038-0806
-
Iwasaki, T., and Tatsuoka, F. (1977). "Effects of grain size and grading on dynamic shear moduli of sands." Soils Found. SOIFBE0038-0806, 17(3), 19-35.
-
(1977)
Soils Found
, vol.17
, Issue.3
, pp. 19-35
-
-
Iwasaki, T.1
Tatsuoka, F.2
-
24
-
-
0017946766
-
"Shear moduli of sands under cyclic torsional shear loading"
-
SOIFBE0038-0806
-
Iwasaki, T., Tatsuoka, F., and Takagi, Y. (1978). "Shear moduli of sands under cyclic torsional shear loading." Soils Found. SOIFBE0038-0806, 18(1), 39-56.
-
(1978)
Soils Found
, vol.18
, Issue.1
, pp. 39-56
-
-
Iwasaki, T.1
Tatsuoka, F.2
Takagi, Y.3
-
25
-
-
0442330218
-
"Effects of state of stress on velocity of low-amplitude shear wave propagating along principal stress directions in dry sand"
-
Univ. of Texas, Austin
-
Knox, D. P., Stokoe, K. H., II, and Kopperman, S. E. (1982). "Effects of state of stress on velocity of low-amplitude shear wave propagating along principal stress directions in dry sand." Technical Rep. No. GR 82-23, Univ. of Texas, Austin.
-
(1982)
Technical Rep. No. GR 82-23
-
-
Knox, D.P.1
Stokoe II, K.H.2
Kopperman, S.E.3
-
26
-
-
2942579086
-
"Undrained shear strength of granular soils with different particle gradations"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2004)130:6(621)
-
Kokusho, T., Hara, T., and Hiraoka, R. (2004). "Undrained shear strength of granular soils with different particle gradations." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 130(6), 621-629.10.1061/ (ASCE)1090-0241(2004)130:6(621)
-
(2004)
J. Geotech. Geoenviron. Eng.
, vol.130
, Issue.6
, pp. 621-629
-
-
Kokusho, T.1
Hara, T.2
Hiraoka, R.3
-
27
-
-
0008761769
-
"Change of small strain quasi-elastic deformation properties during undrained cyclic torsional shear and triaxial tests of Toyoura sand"
-
SOIFBE0038-0806
-
Koseki, J., Kawakami, S., Nagayama, H., and Sato, T. (2000). "Change of small strain quasi-elastic deformation properties during undrained cyclic torsional shear and triaxial tests of Toyoura sand." Soils Found. SOIFBE0038-0806, 40(3), 101-110.
-
(2000)
Soils Found
, vol.40
, Issue.3
, pp. 101-110
-
-
Koseki, J.1
Kawakami, S.2
Nagayama, H.3
Sato, T.4
-
28
-
-
0005194452
-
"Effects of non-plastic fines on minimum and maximum void ratios of sand"
-
GTJODJ0149-6115 10.1520/GTJ11373J
-
Lade, P. V., Liggio, C. D., and Yamamuro, J. A. (1998). "Effects of non-plastic fines on minimum and maximum void ratios of sand." Geotech. Test. J. GTJODJ0149-6115, 21(4), 336-347.10.1520/GTJ11373J
-
(1998)
Geotech. Test. J.
, vol.21
, Issue.4
, pp. 336-347
-
-
Lade, P.V.1
Liggio, C.D.2
Yamamuro, J.A.3
-
29
-
-
85107366476
-
"Factors affecting the cyclic loading strength of soil: Vibration effects of earthqakes on soils and foundations"
-
ASTTA80066-0558
-
Lee, K. L., and Fitton, J. A. (1969). "Factors affecting the cyclic loading strength of soil: Vibration effects of earthqakes on soils and foundations." ASTM Spec. Tech. Publ. ASTTA80066-0558, 450, 71-95.
-
(1969)
ASTM Spec. Tech. Publ.
, vol.450
, pp. 71-95
-
-
Lee, K.L.1
Fitton, J.A.2
-
30
-
-
0032077631
-
"Energy-injecting virtual mass resonant column system"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(1998)124:5(428)
-
Li, X. S., Yang, W. L., Chen, C. K., and Wang, W. C. (1998). "Energy-injecting virtual mass resonant column system." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 124(5), 428-438.10.1061/ (ASCE)1090-0241(1998)124:5(428)
-
(1998)
J. Geotech. Geoenviron. Eng.
, vol.124
, Issue.5
, pp. 428-438
-
-
Li, X.S.1
Yang, W.L.2
Chen, C.K.3
Wang, W.C.4
-
31
-
-
3843088576
-
"Monotonic and cyclic loading behaviour of two sands at small strains"
-
GTJODJ0149-6115
-
Lo Presti, D. C. F., Pallara, O., Lancellotta, R., Armandi, M., and Maniscalco, R. (1993). "Monotonic and cyclic loading behaviour of two sands at small strains." Geotech. Test. J. GTJODJ0149-6115, 4, 409-424.
-
(1993)
Geotech. Test. J.
, vol.4
, pp. 409-424
-
-
Lo Presti, D.C.F.1
Pallara, O.2
Lancellotta, R.3
Armandi, M.4
Maniscalco, R.5
-
33
-
-
84914811555
-
"Influence of the grain size distribution curve on the stiffness and the damping ratio of non-cohesive soils at small strains"
-
MS thesis, Institute for Soil Mechanics and Foundation Engineering, Ruhr-Univ. Bochum, Germany (in German)
-
Martinez, R. (2007). "Influence of the grain size distribution curve on the stiffness and the damping ratio of non-cohesive soils at small strains." MS thesis, Institute for Soil Mechanics and Foundation Engineering, Ruhr-Univ. Bochum, Germany (in German).
-
(2007)
-
-
Martinez, R.1
-
34
-
-
67649275555
-
"Linear dynamic properties of sandy and gravelly soils from large-scale resonant tests"
-
H. Di Benedetto, T. Doanh, H. Geoffroy, and C. Sauzeat, eds., Swets & Zeitlinger, Lisse
-
Menq, F. -Y., and Stokoe, K. H., II. (2003). "Linear dynamic properties of sandy and gravelly soils from large-scale resonant tests." Deformation characteristics of geomaterials, H. Di Benedetto, T. Doanh, H. Geoffroy, and C. Sauzeat, eds., Swets & Zeitlinger, Lisse, 63-71.
-
(2003)
Deformation Characteristics of Geomaterials
, pp. 63-71
-
-
Menq, F.-Y.1
Stokoe II, K.H.2
-
35
-
-
84969061186
-
"Elastic spheres in contact under varying oblique forces"
-
JAMCAV0021-8936
-
Mindlin, R. D., and Deresiewicz, H. (1953). "Elastic spheres in contact under varying oblique forces." J. Appl. Mech. JAMCAV0021-8936, 20, 327-344.
-
(1953)
J. Appl. Mech.
, vol.20
, pp. 327-344
-
-
Mindlin, R.D.1
Deresiewicz, H.2
-
36
-
-
20444406062
-
"A high-cycle accumulation model for sand"
-
10.1016/j.compgeo.2005.03.002
-
Niemunis, A., Wichtmann, T., and Triantafyllidis, T. (2005). "A high-cycle accumulation model for sand." Computers and Geotechnics, 32(4), 245-263.10.1016/j.compgeo.2005.03.002
-
(2005)
Computers and Geotechnics
, vol.32
, Issue.4
, pp. 245-263
-
-
Niemunis, A.1
Wichtmann, T.2
Triantafyllidis, T.3
-
37
-
-
0035340158
-
"Effects of nonplastic fines on the liquefaction resistance of sands"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2001)127:5(408)
-
Polito, C., and Martin, J. (2001). "Effects of nonplastic fines on the liquefaction resistance of sands." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 127(5), 408-415.10.1061/(ASCE)1090-0241(2001)127:5(408)
-
(2001)
J. Geotech. Geoenviron. Eng.
, vol.127
, Issue.5
, pp. 408-415
-
-
Polito, C.1
Martin, J.2
-
38
-
-
0027544730
-
"Voids and granulometry: Effects on shear modulus of unsaturated sands"
-
JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1993)119:2(295)
-
Qian, X., Gray, D. H., and Woods, R. D. (1993). "Voids and granulometry: Effects on shear modulus of unsaturated sands." J. Geotech. Engrg. JGENDZ0733-9410, 119(2), 295-314.10.1061/ (ASCE)0733-9410(1993)119:2(295)
-
(1993)
J. Geotech. Engrg.
, vol.119
, Issue.2
, pp. 295-314
-
-
Qian, X.1
Gray, D.H.2
Woods, R.D.3
-
39
-
-
0032383963
-
"Features of static pressure in dense granular media"
-
GRMAFE1434-5021 10.1007/PL00010907
-
Radjai, F., and Wolf, D. E. (1998). "Features of static pressure in dense granular media." Granular Matter GRMAFE1434-5021, 11, 3-8.10.1007/PL00010907
-
(1998)
Granular Matter
, vol.11
, pp. 3-8
-
-
Radjai, F.1
Wolf, D.E.2
-
40
-
-
11744290710
-
"Bimodal character of stress transmission in granular packings"
-
PRLTAO0031-9007 10.1103/PhysRevLett.80.61
-
Radjai, F., Wolf, D. E., Jean, M., and Moreau, J.-J. (1998). "Bimodal character of stress transmission in granular packings." Phys. Rev. Lett. PRLTAO0031-9007, 80(1), 61-64.10.1103/ PhysRevLett.80.61
-
(1998)
Phys. Rev. Lett.
, vol.80
, Issue.1
, pp. 61-64
-
-
Radjai, F.1
Wolf, D.E.2
Jean, M.3
Moreau, J.-J.4
-
41
-
-
0018663224
-
"Anisotropic shear modulus due to stress anisotropy"
-
AJGEB60093-6405
-
Roesler, S. K. (1979). "Anisotropic shear modulus due to stress anisotropy." J. Geotech. Engrg. Div. AJGEB60093-6405, 105(GT7), 871-880.
-
(1979)
J. Geotech. Engrg. Div.
, vol.105
, Issue.GT7
, pp. 871-880
-
-
Roesler, S.K.1
-
42
-
-
0032079089
-
"Shear modulus and damping relationships for gravels"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(1998)124:5(396)
-
Rollins, K. M., Evans, M. D., Diehl, N. B., and Daily, W. D., III. (1998). "Shear modulus and damping relationships for gravels." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 124(5), 396-405.10.1061/ (ASCE)1090-0241(1998)124:5(396)
-
(1998)
J. Geotech. Geoenviron. Eng.
, vol.124
, Issue.5
, pp. 396-405
-
-
Rollins, K.M.1
Evans, M.D.2
Diehl, N.B.3
Daily III, W.D.4
-
43
-
-
0024682548
-
"Dynamic moduli and damping ratios for Monterey No. 0 sand by resonant column tests"
-
SOIFBE0038-0806
-
Saxena, S. K., and Reddy, K. R. (1989). "Dynamic moduli and damping ratios for Monterey No. 0 sand by resonant column tests." Soils Found. SOIFBE0038-0806, 29(2), 37-51.
-
(1989)
Soils Found
, vol.29
, Issue.2
, pp. 37-51
-
-
Saxena, S.K.1
Reddy, K.R.2
-
44
-
-
0003992081
-
"Soil moduli and damping factors for dynamic response analyses"
-
Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif
-
Seed, H. B., and Idriss, I. M. (1970). "Soil moduli and damping factors for dynamic response analyses." Technical Rep. EERC 70-10, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
-
(1970)
Technical Rep. EERC 70-10
-
-
Seed, H.B.1
Idriss, I.M.2
-
45
-
-
0022922999
-
"Moduli and damping factors for dynamic analyses of cohesionless soil"
-
JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1986)112:11(1016)
-
Seed, H. B., Wong, R. T., Idriss, I. M., and Tokimatsu, K. (1986). "Moduli and damping factors for dynamic analyses of cohesionless soil." J. Geotech. Engrg. JGENDZ0733-9410, 112(11), 1016-1032.10.1061/(ASCE)0733-9410(1986)112:11(1016)
-
(1986)
J. Geotech. Engrg.
, vol.112
, Issue.11
, pp. 1016-1032
-
-
Seed, H.B.1
Wong, R.T.2
Idriss, I.M.3
Tokimatsu, K.4
-
46
-
-
0022111586
-
"Microcomputer based free torsional vibration test"
-
JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1985)111:8(971)
-
Shen, C. K., Li, X. S., and Gu, Y. Z. (1985). "Microcomputer based free torsional vibration test." J. Geotech. Engrg. JGENDZ0733-9410, 111(8), 971-986.10.1061/(ASCE)0733-9410(1985)111:8(971)
-
(1985)
J. Geotech. Engrg.
, vol.111
, Issue.8
, pp. 971-986
-
-
Shen, C.K.1
Li, X.S.2
Gu, Y.Z.3
-
47
-
-
0018444902
-
"Shear modulus and damping by drained tests on clean sand specimen reconstituted by various methods"
-
SOIFBE0038-0806
-
Tatsuoka, F., Iwasaki, T., Yoshida, S., Fukushima, S., and Sudo, H. (1979). "Shear modulus and damping by drained tests on clean sand specimen reconstituted by various methods." Soils Found. SOIFBE0038-0806, 19(1), 39-54.
-
(1979)
Soils Found.
, vol.19
, Issue.1
, pp. 39-54
-
-
Tatsuoka, F.1
Iwasaki, T.2
Yoshida, S.3
Fukushima, S.4
Sudo, H.5
-
48
-
-
0002384309
-
"Effects of cyclic prestraining on dilatancy characteristics and liquefaction of sand"
-
S. Shibuya, T. Mitachi, and S. Miura, eds., Balkema, Rotterdam, The Netherlands
-
Teachavorasinskun, S., Tatsuoka, F., and Lo Presti, D. C. F. (1994). "Effects of cyclic prestraining on dilatancy characteristics and liquefaction of sand." Pre-failure deformation of geomaterials, S. Shibuya, T. Mitachi, and S. Miura, eds., Balkema, Rotterdam, The Netherlands, 75-80.
-
(1994)
Pre-failure Deformation of Geomaterials
, pp. 75-80
-
-
Teachavorasinskun, S.1
Tatsuoka, F.2
Lo Presti, D.C.F.3
-
50
-
-
0025417736
-
"Particle gradation and liquefaction"
-
JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1990)116:4(698)
-
Vaid, Y. P., Fisher, J. M., Kuerbis, R. H., and Negussey, D. (1990). "Particle gradation and liquefaction." J. Geotech. Engrg. JGENDZ0733-9410, 116(4), 698-703.10.1061/(ASCE)0733-9410(1990)116:4(698)
-
(1990)
J. Geotech. Engrg.
, vol.116
, Issue.4
, pp. 698-703
-
-
Vaid, Y.P.1
Fisher, J.M.2
Kuerbis, R.H.3
Negussey, D.4
-
51
-
-
33746113467
-
"Explicit accumulation model for non-cohesive soils under cyclic loading"
-
Ph.D. thesis, Institute for Soil Mechanics and Foundation Engineering, Ruhr-Univ. Bochum, Germany
-
Wichtmann, T. (2005). "Explicit accumulation model for non-cohesive soils under cyclic loading." Ph.D. thesis, Institute for Soil Mechanics and Foundation Engineering, Ruhr-Univ. Bochum, Germany, 〈www.rz.uni-karlsruhe.de/~gn97/〉 (2007).
-
(2005)
-
-
Wichtmann, T.1
-
52
-
-
20444392839
-
"Strain accumulation in sand due to cyclic loading: Drained triaxial tests"
-
10.1016/j.soildyn.2005.02.0220267-7261
-
Wichtmann, T., Niemunis, A., and Triantafyllidis, T. (2005). "Strain accumulation in sand due to cyclic loading: Drained triaxial tests." Soil. Dyn. Earthquake Eng., 25(12), 967-979.10.1016/j.soildyn.2005.02.0220267-7261
-
(2005)
Soil. Dyn. Earthquake Eng.
, vol.25
, Issue.12
, pp. 967-979
-
-
Wichtmann, T.1
Niemunis, A.2
Triantafyllidis, T.3
-
53
-
-
33747364240
-
"On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading"
-
10.1016/j.soildyn.2006.05.0020267-7261
-
Wichtmann, T., Niemunis, A., and Triantafyllidis, T. (2007). "On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading." Soil. Dyn. Earthquake Eng., 27(1), 14-28.10.1016/j.soildyn.2006.05.0020267-7261
-
(2007)
Soil. Dyn. Earthquake Eng.
, vol.27
, Issue.1
, pp. 14-28
-
-
Wichtmann, T.1
Niemunis, A.2
Triantafyllidis, T.3
-
54
-
-
1142281064
-
"Influence of a cyclic and dynamic loading history on dynamic properties of dry sand. Part I: Cyclic and dynamic torsional prestraining"
-
10.1016/j.soildyn.2003.10.0040267-7261
-
Wichtmann, T., and Triantafyllidis, T. (2004). "Influence of a cyclic and dynamic loading history on dynamic properties of dry sand. Part I: Cyclic and dynamic torsional prestraining." Soil. Dyn. Earthquake Eng., 24(2), 127-147.10.1016/j.soildyn.2003.10.0040267-7261
-
(2004)
Soil. Dyn. Earthquake Eng.
, vol.24
, Issue.2
, pp. 127-147
-
-
Wichtmann, T.1
Triantafyllidis, T.2
-
55
-
-
0021500774
-
"Capillary effects on dynamic modulus of sands and silts"
-
JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1984)110:9(1188)
-
Wu, S., Gray, D. H., and Richart, F. E., Jr. (1984). "Capillary effects on dynamic modulus of sands and silts." J. Geotech. Engrg. JGENDZ0733-9410, 110(9), 1188-1203.10.1061/ (ASCE)0733-9410(1984)110:9(1188)
-
(1984)
J. Geotech. Engrg.
, vol.110
, Issue.9
, pp. 1188-1203
-
-
Wu, S.1
Gray, D.H.2
Richart Jr., F.E.3
-
56
-
-
0021644532
-
"Stress ratio effects on shear modulus of dry sands"
-
JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1984)110:3(331)
-
Yu, P., Richart Jr., F. E. (1984). "Stress ratio effects on shear modulus of dry sands." J. Geotech. Engrg. JGENDZ0733-9410, 110(3), 331-345.10.1061/(ASCE)0733-9410(1984)110:3(331)
-
(1984)
J. Geotech. Engrg.
, vol.110
, Issue.3
, pp. 331-345
-
-
Yu, P.1
Richart Jr., F.E.2
|