-
2
-
-
0343856037
-
-
ASCE , J.P. Welsh, ed, Geotechnical Special Publication No. 12, 329 pp
-
ASCE (1987). Soil Improvement - A Ten Year Update, J.P. Welsh, ed., Geotechnical Special Publication No. 12, 329 pp.
-
(1987)
Soil Improvement - A Ten Year Update
-
-
-
3
-
-
66449098236
-
-
ASCE (1997). Ground Improvement, Ground Reinforcement, Ground Treatment: Developments 1987-1997, V. R. Schaefer, ed., GSP No. 69.
-
ASCE (1997). Ground Improvement, Ground Reinforcement, Ground Treatment: Developments 1987-1997, V. R. Schaefer, ed., GSP No. 69.
-
-
-
-
4
-
-
66449114316
-
-
Dise, K., Stevens, M., G., and Von Thun, J.L. (1994), USBR Experiences Using DDC at 3 Dams for Mitigation of Liquefaction Risk, ASCE GSP No.45, 1-23.
-
Dise, K., Stevens, M., G., and Von Thun, J.L. (1994), "USBR Experiences Using DDC at 3 Dams for Mitigation of Liquefaction Risk, ASCE GSP No.45, 1-23.
-
-
-
-
6
-
-
2942694105
-
Reisistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities
-
Ishihara, K., Tsukamoto, Y., Nakazawa, H., Kamada, K., and Huang, Y. (2002). "Reisistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities," Soils and Foundations, 42 (6), 93-105.
-
(2002)
Soils and Foundations
, vol.42
, Issue.6
, pp. 93-105
-
-
Ishihara, K.1
Tsukamoto, Y.2
Nakazawa, H.3
Kamada, K.4
Huang, Y.5
-
8
-
-
66449085689
-
Liquefaction Mitigation of a Silty Dam Foundation Using Vibro-Stone Columns and Drainage Wicks: A Case History at Salmon Lake Dam
-
Bureau of Reclamation
-
Luehring, R., Snortland, N., Stevens, M. and Mejia, L. (2001). Liquefaction Mitigation of a Silty Dam Foundation Using Vibro-Stone Columns and Drainage Wicks: A Case History at Salmon Lake Dam," Bureau of Reclamation Water Operation and Maintenance Bulletin, No. 198, 1-15. http://www.usbr.gov/infrastr/waterbull
-
(2001)
Water Operation and Maintenance Bulletin
, vol.198
, pp. 1-15
-
-
Luehring, R.1
Snortland, N.2
Stevens, M.3
Mejia, L.4
-
10
-
-
0016508962
-
Fundamentals of Liquefaction under Cyclic Loading
-
Martin, G.R., Seed, H.B., and Finn, W.D.L. (1975). "Fundamentals of Liquefaction under Cyclic Loading," J. Geotech. Eng. Div., ASCE, 101 (5), 423-438.
-
(1975)
J. Geotech. Eng. Div., ASCE
, vol.101
, Issue.5
, pp. 423-438
-
-
Martin, G.R.1
Seed, H.B.2
Finn, W.D.L.3
-
11
-
-
2942550563
-
-
Martin, J.R., Olgun, C.G., Mitchell, J.K., and Durgunoglu, H.T. (2004), J. Geot. And Geoenv. Engrg., ASCE, (130), 6, 561-571.
-
(2004)
J. Geot. And Geoenv. Engrg., ASCE
, vol.6
, Issue.130
, pp. 561-571
-
-
Martin, J.R.1
Olgun, C.G.2
Mitchell, J.K.3
Durgunoglu, H.T.4
-
12
-
-
0000822078
-
Soil Improvement: State of the Art
-
Stockholm, Sweden
-
Mitchell, J. K. (1981). "Soil Improvement: State of the Art," Proc. Tenth Intl. Conf. on Soil Mechs. & Found. Engrg., Stockholm, Sweden, Vol. 4, 509-565.
-
(1981)
Proc. Tenth Intl. Conf. on Soil Mechs. & Found. Engrg
, vol.4
, pp. 509-565
-
-
Mitchell, J.K.1
-
13
-
-
0006049163
-
Performance of Improved ground During the Loma Prieta Earthquake
-
Earthquake Engineering Research Center, University of California, Berkeley, 93 pp
-
Mitchell, J.K. and Wentz, F.J. (1991), "Performance of Improved ground During the Loma Prieta Earthquake," Report No. UCB/EERC-91/12, Earthquake Engineering Research Center, University of California, Berkeley, 93 pp.
-
(1991)
Report No. UCB/EERC-91/12
-
-
Mitchell, J.K.1
Wentz, F.J.2
-
16
-
-
0017675108
-
Characteristics of Penetration Resistance of a Reclaimed Sandy Deposit and Their Change through Vibratory Compaction
-
Saito, A. (1977). "Characteristics of Penetration Resistance of a Reclaimed Sandy Deposit and Their Change through Vibratory Compaction," Soils and Foundations, 17 (4), 32-43.
-
(1977)
Soils and Foundations
, vol.17
, Issue.4
, pp. 32-43
-
-
Saito, A.1
-
17
-
-
0017518126
-
Stabilization of Potentially Liquefiable Sand Deposits Using Gravel Drains
-
Seed, H. B. and Booker, J. R. (1977). "Stabilization of Potentially Liquefiable Sand Deposits Using Gravel Drains," J. Geotech. Eng. Div., ASCE, 103, (GT7), 757-768.
-
(1977)
J. Geotech. Eng. Div., ASCE
, vol.103
, Issue.GT7
, pp. 757-768
-
-
Seed, H.B.1
Booker, J.R.2
-
18
-
-
4544295935
-
Liquefaction Mitigation in Silty Soils Using Composite Stone Columns and Dynamic Compaction
-
Shenthen, T., Nashed, R., Thevanayagam. S., and Martin, G.R. (2004). "Liquefaction Mitigation in Silty Soils Using Composite Stone Columns and Dynamic Compaction," J. Earthquake Eng. And Eng. Vibrations, 3(1), 39-50.
-
(2004)
J. Earthquake Eng. And Eng. Vibrations
, vol.3
, Issue.1
, pp. 39-50
-
-
Shenthen, T.1
Nashed, R.2
Thevanayagam, S.3
Martin, G.R.4
-
19
-
-
66449095664
-
-
Thevanayagm, S. and Jin, W. (2003). Electro-osmotic grouting for liquefaction mitigation in silty soils, Proc. Third Int. Conf. on Grouting and ground Treatment, ASCE GSP No. 128, (2) 1507-1517.
-
Thevanayagm, S. and Jin, W. (2003). "Electro-osmotic grouting for liquefaction mitigation in silty soils," Proc. Third Int. Conf. on Grouting and ground Treatment, ASCE GSP No. 128, (2) 1507-1517.
-
-
-
-
20
-
-
66449117174
-
-
Publication No. ETL 1110-1-185, U.S. Army Corps of Engineers, Engineering Division, Directorate of Civil Works, Washington, DC
-
USACE (1999)."Engineering and Design Guidelines on Ground Improvement for Structures and Facilities," Publication No. ETL 1110-1-185, U.S. Army Corps of Engineers, Engineering Division, Directorate of Civil Works, Washington, DC. http://www. usace. army.mil/inet/usace-docs/eng-tech-ltrs/ et11110-1-185/toc.htm
-
(1999)
Engineering and Design Guidelines on Ground Improvement for Structures and Facilities
-
-
-
21
-
-
34249040578
-
Induced Partial Saturation for Liquefaction Mitigation: Experimental Investigation
-
Yegian, M.K., Eseller-Bayat, E., and Alshawabkeh, A. (2007). "Induced Partial Saturation for Liquefaction Mitigation: Experimental Investigation," Journ. Geotech. and Geoenv. Eng., ASCE, 133(4), 372-380.
-
(2007)
Journ. Geotech. and Geoenv. Eng., ASCE
, vol.133
, Issue.4
, pp. 372-380
-
-
Yegian, M.K.1
Eseller-Bayat, E.2
Alshawabkeh, A.3
-
22
-
-
0024739370
-
Liquefaction Resistance of a Partially Saturated Soil
-
Yoshimi, Y., Yanaka, K., and Tokimatsu, K. (1989). "Liquefaction Resistance of a Partially Saturated Soil," Soils and Foundations, 29(2), 157-162.
-
(1989)
Soils and Foundations
, vol.29
, Issue.2
, pp. 157-162
-
-
Yoshimi, Y.1
Yanaka, K.2
Tokimatsu, K.3
-
23
-
-
0035311511
-
Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils
-
Youd, T.L., et al. (2001). "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils," Journ. Geotech. and Geoenvir. Eng, ASCE 127(10), 817-833.
-
(2001)
Journ. Geotech. and Geoenvir. Eng, ASCE
, vol.127
, Issue.10
, pp. 817-833
-
-
Youd, T.L.1
|