-
1
-
-
0029178428
-
Bottom-feed stone columns, wet replacement construction method: Mormon Island Auxiliary Dam modifications
-
Spec. Pub. 49, ASCE, New York, N.Y.
-
Allen, M. G., Jones, R., and Gularte, F. B. (1995). "Bottom-feed stone columns, wet replacement construction method: Mormon Island Auxiliary Dam modifications." Soil Impr. for Equake. Hat. Mit., Spec. Pub. 49, ASCE, New York, N.Y., 82-95.
-
(1995)
Soil Impr. for Equake. Hat. Mit.
, pp. 82-95
-
-
Allen, M.G.1
Jones, R.2
Gularte, F.B.3
-
3
-
-
11544347767
-
Permeability and shear wave velocity of vibro-replacement stone columns
-
Geot. Special Publication No. 49, ASCE, New York, N.Y.
-
Baez, J. I., and Martin, G. (1995). "Permeability and shear wave velocity of vibro-replacement stone columns." Soil Improvement for Earthquake Hazard Mitigation, Geot. Special Publication No. 49, ASCE, New York, N.Y., 22-66.
-
(1995)
Soil Improvement for Earthquake Hazard Mitigation
, pp. 22-66
-
-
Baez, J.I.1
Martin, G.2
-
4
-
-
1642392401
-
Advances in the design of vibro systems for the improvement of liquefaction resistance
-
BiTech Publishers Ltd., Richmond, B.C., Canada
-
th Annual Vancouver Geot. Society Symp., Ground Improvement, BiTech Publishers Ltd., Richmond, B.C., Canada.
-
(1993)
th Annual Vancouver Geot. Society Symp., Ground Improvement
-
-
Baez, J.I.1
Martin, G.2
-
5
-
-
0002944289
-
Quantitative evaluation of stone column techniques for earthquake liquefaction mitigation
-
Balkema, Rotterdam
-
Baez, J. I., and Martin, G. (1992). "Quantitative evaluation of stone column techniques for earthquake liquefaction mitigation." Proc., Tenth World Conference on Earthquake Engineering, Balkema, Rotterdam, 1477-1483.
-
(1992)
Proc., Tenth World Conference on Earthquake Engineering
, pp. 1477-1483
-
-
Baez, J.I.1
Martin, G.2
-
6
-
-
0039539528
-
-
Report UCD/CGM-97/02, Ctr. for Geot. Modeling, Dept. of Civil & Envir. Engrg., Univ. of Calif., Davis, April.
-
Boulanger, R. W., Stewart, D. P., Idriss, I. M., Hashash, Y., and Schmidt, B. (1997). "Ground Improvement Issues for the Posey & Webster St. Tubes Seismic Retrofit Project: Lessons from Case Histories." Report UCD/CGM-97/02, Ctr. for Geot. Modeling, Dept. of Civil & Envir. Engrg., Univ. of Calif., Davis, 78 pp., April.
-
(1997)
Ground Improvement Issues for the Posey & Webster St. Tubes Seismic Retrofit Project: Lessons from Case Histories.
-
-
Boulanger, R.W.1
Stewart, D.P.2
Idriss, I.M.3
Hashash, Y.4
Schmidt, B.5
-
7
-
-
11544282833
-
-
Report of the Civil Engineering Research Institute (CERI), No. 100, 1993.9 (in Japanese)
-
CERI (1993). "Report on Investigation of Damage Caused by Kushiro-oki Earthquake in 1993." Report of the Civil Engineering Research Institute (CERI), No. 100, pp. 67-87, 1993.9 (in Japanese).
-
(1993)
Report on Investigation of Damage Caused by Kushiro-oki Earthquake in 1993
, pp. 67-87
-
-
-
8
-
-
11544270637
-
-
Preprint, ASCE National Structural Engineering Meeting, April 9-13, San Francisco, CA
-
Dixon, S. J., and Burke, J. W. (1977). "A liquefaction case history." Preprint, ASCE National Structural Engineering Meeting, April 9-13, San Francisco, CA.
-
(1977)
A Liquefaction Case History.
-
-
Dixon, S.J.1
Burke, J.W.2
-
10
-
-
0038946880
-
Disc, of "Diagrams considering well resistance for designing spacing ratio of gravel drains
-
Iai, S., and Matsunaga, Y. (1989). Disc, of "Diagrams considering well resistance for designing spacing ratio of gravel drains." Soils and Foundations, 29(4), 135-136.
-
(1989)
Soils and Foundations
, vol.29
, Issue.4
, pp. 135-136
-
-
Iai, S.1
Matsunaga, Y.2
-
11
-
-
0024070218
-
Diagrams considering well resistance for designing spacing ratio of gravel drains
-
Onoue, A. (1988). "Diagrams considering well resistance for designing spacing ratio of gravel drains." Soils and Foundations, 28(3), 160-168.
-
(1988)
Soils and Foundations
, vol.28
, Issue.3
, pp. 160-168
-
-
Onoue, A.1
-
12
-
-
0030665461
-
-
Port and Harbor Research Institute, Editor, A. A. Balkema, Rotterdam
-
PHRI (1997). Handbook on Liquefaction Remediation of Reclaimed Land. Port and Harbor Research Institute, Editor, A. A. Balkema, Rotterdam, 312 pp.
-
(1997)
Handbook on Liquefaction Remediation of Reclaimed Land
-
-
-
13
-
-
0017518126
-
Stabilization of potentially liquefiable sand deposits using gravel drains
-
ASCE
-
Seed, H. B., and Booker, J. R. (1977). "Stabilization of potentially liquefiable sand deposits using gravel drains." J. Geot. Engrg. Div., ASCE, 103(GT7), 757-768.
-
(1977)
J. Geot. Engrg. Div.
, vol.103
, Issue.GT7
, pp. 757-768
-
-
Seed, H.B.1
Booker, J.R.2
-
14
-
-
0018435234
-
Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes
-
ASCE
-
Seed, H. B. (1979). "Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes." J. Geotechnical Engr. Div., ASCE, 105(GT2), 201-255.
-
(1979)
J. Geotechnical Engr. Div.
, vol.105
, Issue.GT2
, pp. 201-255
-
-
Seed, H.B.1
-
15
-
-
0027874820
-
Harry Seed, liquefaction and the gravel drain
-
ASCE
-
Sonu, C. J., Ito, K., and Oishi, H. (1993). "Harry Seed, liquefaction and the gravel drain." Civil Engineering, ASCE, 63(12), 58-60.
-
(1993)
Civil Engineering
, vol.63
, Issue.12
, pp. 58-60
-
-
Sonu, C.J.1
Ito, K.2
Oishi, H.3
-
16
-
-
0026121683
-
Ductility criterion for evaluating remedial measures to increase liquefaction resistance of sands
-
Yoshimi, Y., and Tokimatsu, K. (1991). "Ductility criterion for evaluating remedial measures to increase liquefaction resistance of sands." Soils & Foundations, 31(1), 162-168.
-
(1991)
Soils & Foundations
, vol.31
, Issue.1
, pp. 162-168
-
-
Yoshimi, Y.1
Tokimatsu, K.2
-
17
-
-
5644237437
-
Landsliding in the vicinity of the Van Norman Lakes
-
U.S. Geological Survey and National Oceanic & Atmospheric Admin., Geological Survey Prof. Paper 733
-
Youd, T. L. (1971). "Landsliding in the vicinity of the Van Norman Lakes." The San Fernando Earthquake of February 9, 1971, U.S. Geological Survey and National Oceanic & Atmospheric Admin., Geological Survey Prof. Paper 733, 105-109.
-
(1971)
The San Fernando Earthquake of February 9, 1971
, pp. 105-109
-
-
Youd, T.L.1
|