Closure to "Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay" by D. E. L. Ong, C. F. Leung, and Y. K. Chow

被引:4
作者
Ong, D. E. L. [1 ]
Leung, C. F. [2 ]
Chow, Y. K. [2 ]
机构
[1] Swinburne Univ Technol, Sch Engn Comp & Sci, Kuching 93350, Sarawak, Malaysia
[2] Natl Univ Singapore, Ctr Soft Ground Engn, Dept Civil Engn, Singapore 117576, Singapore
关键词
WALL;
D O I
10.1061/(ASCE)GT.1943-5606.0000427
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:112 / 113
页数:2
相关论文
共 8 条
[1]   Simplified Approach for the Seismic Response of a Pile Foundation [J].
Castelli, Francesco ;
Maugeri, Michele .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (10) :1440-1451
[2]   Soil-structure interaction for landslide stabilizing piles [J].
Chen, CY ;
Martin, GR .
COMPUTERS AND GEOTECHNICS, 2002, 29 (05) :363-386
[3]  
Chow Y.K., 1996, J I ENG SINGAPORE, V36, P43, DOI DOI 10.1061/(ASCE)1090-0241(1997)123:9(802)
[4]   Pile behavior due to excavation-induced soil movement in clay. II: Collapsed wall [J].
Leung, CF ;
Ong, DEL ;
Chow, YK .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2006, 132 (01) :45-53
[5]   Pile behavior due to excavation-induced soil movement in clay. I: Stable wall [J].
Ong, DEL ;
Leung, CE ;
Chow, YK .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2006, 132 (01) :36-44
[6]   Ultimate soil pressures for piles subjected to lateral soil movements [J].
Pan, JL ;
Goh, ATC ;
Wong, KS ;
Teh, CI .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2002, 128 (06) :530-535
[7]   DESIGN OF REINFORCING PILES TO INCREASE SLOPE STABILITY [J].
POULOS, HG .
CANADIAN GEOTECHNICAL JOURNAL, 1995, 32 (05) :808-818
[8]  
Poulos HG., 1980, Pile foundation analysis and design