-
1
-
-
58649093960
-
Factors influencing the behavior of buried pipelines subjected to earthquake faulting
-
SDEEEJ, 0267-7261, 10.1016/j.soildyn.2008.04.006.
-
Abdoun T. Factors influencing the behavior of buried pipelines subjected to earthquake faulting. Soil Dyn. Earthquake Eng. 2009, 29:415-427. SDEEEJ, 0267-7261, 10.1016/j.soildyn.2008.04.006.
-
(2009)
Soil Dyn. Earthquake Eng.
, vol.29
, pp. 415-427
-
-
Abdoun, T.1
-
2
-
-
0037868115
-
Strain localization in sand: Plane strain versus triaxial compression
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:6(483)
-
Alshibli K.A. Batiste S.N. Sture S. Strain localization in sand: Plane strain versus triaxial compression. J. Geotech. Geoenviron. Eng. 2003, 129(6):483-494. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:6(483), and.
-
(2003)
J. Geotech. Geoenviron. Eng.
, vol.129
, Issue.6
, pp. 483-494
-
-
Alshibli, K.A.1
Batiste, S.N.2
Sture, S.3
-
3
-
-
0033832217
-
Shear band formation in plane strain experiments of sand
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2000)126:6(495)
-
Alshibli K.A. Sture S. Shear band formation in plane strain experiments of sand. J. Geotech. Geoenviron. Eng. 2000, 126(6):495-503. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2000)126:6(495), and.
-
(2000)
J. Geotech. Geoenviron. Eng.
, vol.126
, Issue.6
, pp. 495-503
-
-
Alshibli, K.A.1
Sture, S.2
-
4
-
-
63549141674
-
Effect of structure backfill on stiffness and capacity of bridge abutments
-
Ph.D. thesis, Dept. of Structural Engineering, Univ. of California, San Diego.
-
Bozorgzadeh A. Effect of structure backfill on stiffness and capacity of bridge abutments. 2007, Ph.D. thesis, Dept. of Structural Engineering, Univ. of California, San Diego.
-
(2007)
-
-
Bozorgzadeh, A.1
-
5
-
-
77951537097
-
-
California Building Standards Commission (CBSC), Sacramento, Calif.
-
California building code 2007, California Building Standards Commission (CBSC), Sacramento, Calif.
-
(2007)
California building code
-
-
-
7
-
-
0004221507
-
-
Caltrans, Sacramento, Calif.
-
Standard specifications 2006, Caltrans, Sacramento, Calif.
-
(2006)
Standard specifications
-
-
-
8
-
-
33747369146
-
Passive earth pressure mobilization during cyclic loading
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2006)132:9(1154)
-
Cole R. Rollins K. Passive earth pressure mobilization during cyclic loading. J. Geotech. Geoenviron. Eng. 2006, 132(9):1154-1164. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2006)132:9(1154), and.
-
(2006)
J. Geotech. Geoenviron. Eng.
, vol.132
, Issue.9
, pp. 1154-1164
-
-
Cole, R.1
Rollins, K.2
-
9
-
-
0035278410
-
Passive earth pressures: Theories and tests
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2001)127:3(248)
-
Duncan M. Mokwa R. Passive earth pressures: Theories and tests. J. Geotech. Geoenviron. Eng. 2001, 127(3):248-257. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2001)127:3(248), and.
-
(2001)
J. Geotech. Geoenviron. Eng.
, vol.127
, Issue.3
, pp. 248-257
-
-
Duncan, M.1
Mokwa, R.2
-
10
-
-
66449086540
-
Field investigation report for abutment backfill characterization
-
Earth Mechanics, Inc., UCSD Rep. No.SSRP-05/02, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, Calif.
-
Field investigation report for abutment backfill characterization. 2005, Earth Mechanics, Inc., UCSD Rep. No.SSRP-05/02, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, Calif.
-
(2005)
-
-
-
11
-
-
0742290165
-
Reduction of boundary friction in model tests
-
GTJODJ, 0149-6115
-
Fang Y. Chen T. Holtz R. Lee W. Reduction of boundary friction in model tests. Geotech. Test. J. 2004, 27(1):3-12. GTJODJ, 0149-6115, and.
-
(2004)
Geotech. Test. J.
, vol.27
, Issue.1
, pp. 3-12
-
-
Fang, Y.1
Chen, T.2
Holtz, R.3
Lee, W.4
-
12
-
-
0036682765
-
Passive earth pressure with critical state concept
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2002)128:8(651)
-
Fang Y. Ho Y. Chen T. Passive earth pressure with critical state concept. J. Geotech. Geoenviron. Eng. 2002, 128(8):651-659. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2002)128:8(651), and.
-
(2002)
J. Geotech. Geoenviron. Eng.
, vol.128
, Issue.8
, pp. 651-659
-
-
Fang, Y.1
Ho, Y.2
Chen, T.3
-
13
-
-
0032216428
-
Lateral cyclic loading centrifuge tests on square embedded footing
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1998)124:11(1128)
-
Gadre A. Dobry R. Lateral cyclic loading centrifuge tests on square embedded footing. J. Geotech. Geoenviron. Eng. 1998, 124(11):1128-1138. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1998)124:11(1128), and.
-
(1998)
J. Geotech. Geoenviron. Eng.
, vol.124
, Issue.11
, pp. 1128-1138
-
-
Gadre, A.1
Dobry, R.2
-
14
-
-
0035544786
-
Determination of plane-strain shear strength of sand from the results of triaxial tests
-
CGJOAH, 0008-3674, 10.1139/cgj-38-6-1231.
-
Hanna A. Determination of plane-strain shear strength of sand from the results of triaxial tests. Can. Geotech. J. 2001, 38:1231-1240. CGJOAH, 0008-3674, 10.1139/cgj-38-6-1231.
-
(2001)
Can. Geotech. J.
, vol.38
, pp. 1231-1240
-
-
Hanna, A.1
-
17
-
-
0008370329
-
Effect of moisture on the strength of clean sand
-
JSFEAQ, 0044-7994
-
Lee K.L. Seed H.B. Dunlop P. Effect of moisture on the strength of clean sand. J. Soil Mech. and Found. Div. 1967, 93(SM6):17-40. JSFEAQ, 0044-7994, and.
-
(1967)
J. Soil Mech. and Found. Div.
, vol.93
, Issue.SM6
, pp. 17-40
-
-
Lee, K.L.1
Seed, H.B.2
Dunlop, P.3
-
18
-
-
62749186148
-
Lateral performance of full-scale bridge abutment backwall with granular backfill
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2009)135:4(506)
-
Lemnitzer A. Ahlberg E. Nigbor R. Shamsabadi A. Wallace J. Stewart J. Lateral performance of full-scale bridge abutment backwall with granular backfill. J. Geotech. Geoenviron. Eng. 2009, 135(4):506-514. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2009)135:4(506), and.
-
(2009)
J. Geotech. Geoenviron. Eng.
, vol.135
, Issue.4
, pp. 506-514
-
-
Lemnitzer, A.1
Ahlberg, E.2
Nigbor, R.3
Shamsabadi, A.4
Wallace, J.5
Stewart, J.6
-
19
-
-
34250621369
-
The deformation of overburden soil induced by thrust faulting and its impact on underground tunnels
-
EGGOAO, 0013-7952
-
Lin M. Chung C. Jeng F. Yao T. The deformation of overburden soil induced by thrust faulting and its impact on underground tunnels. Eng. Geol. (Amsterdam) 2007, 92:110-130. EGGOAO, 0013-7952, and.
-
(2007)
Eng. Geol. (Amsterdam)
, vol.92
, pp. 110-130
-
-
Lin, M.1
Chung, C.2
Jeng, F.3
Yao, T.4
-
22
-
-
0025451660
-
Variability in compaction control
-
10.1061/(ASCE)0733-9410(1990)116:7(1132), 0733-9410.
-
Noorany I. Variability in compaction control. J. Geotech. Eng. 1990, 116(7):1132-1136. 10.1061/(ASCE)0733-9410(1990)116:7(1132), 0733-9410.
-
(1990)
J. Geotech. Eng.
, vol.116
, Issue.7
, pp. 1132-1136
-
-
Noorany, I.1
-
23
-
-
78349263930
-
-
PLAXIS, R. Brinkgreve, W. Broere, and , eds., Delft, The Netherlands.
-
Plaxis V8 2004, PLAXIS, R. Brinkgreve, W. Broere, and eds., Delft, The Netherlands.
-
(2004)
Plaxis V8
-
-
-
24
-
-
33747364668
-
Cyclic lateral load behavior of a pile cap and backfill
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2006)132:9(1143)
-
Rollins K. Cole R. Cyclic lateral load behavior of a pile cap and backfill. J. Geotech. Geoenviron. Eng. 2006, 132(9):1143-1153. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2006)132:9(1143), and.
-
(2006)
J. Geotech. Geoenviron. Eng.
, vol.132
, Issue.9
, pp. 1143-1153
-
-
Rollins, K.1
Cole, R.2
-
25
-
-
0029667952
-
Angles of friction and dilatancy of sand
-
GTNQA8, 0016-8505, 10.1680/geot.1996.46.1.145
-
Schanz T. Vermeer P.A. Angles of friction and dilatancy of sand. Geotechnique 1996, 46(1):145-151. GTNQA8, 0016-8505, 10.1680/geot.1996.46.1.145, and.
-
(1996)
Geotechnique
, vol.46
, Issue.1
, pp. 145-151
-
-
Schanz, T.1
Vermeer, P.A.2
-
26
-
-
78349251395
-
3D finite element analysis of integral abutment bridges subjected to thermal loading
-
M.S. thesis, Dept. of Civil Engineering, Kansas State Univ., Manhattan, Kan.
-
Shah B. 3D finite element analysis of integral abutment bridges subjected to thermal loading. 2007, M.S. thesis, Dept. of Civil Engineering, Kansas State Univ., Manhattan, Kan.
-
(2007)
-
-
Shah, B.1
-
27
-
-
34249034943
-
Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design
-
JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:6(707)
-
Shamsabadi A. Rollins K. Kapuskar M. Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design. J. Geotech. Geoenviron. Eng. 2007, 133(6):707-720. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:6(707), and.
-
(2007)
J. Geotech. Geoenviron. Eng.
, vol.133
, Issue.6
, pp. 707-720
-
-
Shamsabadi, A.1
Rollins, K.2
Kapuskar, M.3
-
28
-
-
77951228100
-
Full scale cyclic testing of foundation support systems for highway bridges. Part II: Abutment backwalls
-
UCLA-SGEL Rep. No.2007/02, Dept. of Civil Engineering, Univ. of California, Los Angeles.
-
Stewart J.P. Full scale cyclic testing of foundation support systems for highway bridges. Part II: Abutment backwalls. 2007, UCLA-SGEL Rep. No.2007/02, Dept. of Civil Engineering, Univ. of California, Los Angeles.
-
(2007)
-
-
Stewart, J.P.1
-
30
-
-
0021819086
-
A refined seismic analysis and design of buried pipeline for fault movement
-
IJEEBG, 0098-8847, 10.1002/eqe.4290130109
-
Wang L. Yeh Y. A refined seismic analysis and design of buried pipeline for fault movement. Earthquake Eng. Struct. Dyn. 1985, 13:75-96. IJEEBG, 0098-8847, 10.1002/eqe.4290130109, and.
-
(1985)
Earthquake Eng. Struct. Dyn.
, vol.13
, pp. 75-96
-
-
Wang, L.1
Yeh, Y.2
-
31
-
-
78349246835
-
Large scale passive force-displacement and dynamic earth pressure experiments and simulations
-
Ph.D. thesis, Dept. of Structural Engineering, Univ. of California, San Diego.
-
Wilson P. Large scale passive force-displacement and dynamic earth pressure experiments and simulations. 2009, Ph.D. thesis, Dept. of Structural Engineering, Univ. of California, San Diego.
-
(2009)
-
-
Wilson, P.1
|