Discussion of "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：1
|
作者：
Castelli, Francesco [1 ]
机构：
[1] Univ Catania, Dept Civil & Geoenvironm Engn, I-95124 Catania, Italy
来源：
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | 2011年 / 137卷 / 01期
关键词：
D O I：
10.1061/(ASCE)GT.1943-5606.0000355
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
引用
收藏
页码：110 / 112
页数：3
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    Ong, D. E. L.
    Leung, C. F.
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    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2011, 137 (01) : 112 - 113
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    Chen, LT
    Poulos, HG
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2002, 128 (03) : 279 - 280
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    Leung, CF
    Chow, YK
    Shen, RF
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2002, 128 (03) : 280 - 281
  • [4] Discussion of "Severe Damage of a Pile Group due to Slope Failure" by D. E. L. Ong, C. F. Leung, Y. K. Chow, and T. G. Ng
    Diyaljee, Vishnu
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2016, 142 (05)
  • [5] Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay
    Ong, D. E. L.
    Leung, C. F.
    Chow, Y. K.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (10) : 1462 - 1474
  • [6] Closure to "Severe Damage of a Pile Group due to Slope Failure" by D. E. L. Ong, C. F. Leung, Y. K. Chow, and T. G. Ng
    Ong, D. E. L.
    Leung, C. F.
    Chow, Y. K.
    Ng, T. G.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2016, 142 (05)
  • [7] Rebuttal from L. E. K. Ratcliffe, W. Pijacka, F. D. McBryde, A. P. Abdala, D. J. Moraes, P. A. Sobotka, E. C. Hart, K. Narkiewicz, A. K. Nightingale and J. F. R. Paton
    Ratcliffe, L. E. K.
    Pijacka, W.
    McBryde, F. D.
    Abdala, A. P.
    Moraes, D. J.
    Sobotka, P. A.
    Hart, E. C.
    Narkiewicz, K.
    Nightingale, A. K.
    Paton, J. F. R.
    [J]. JOURNAL OF PHYSIOLOGY-LONDON, 2014, 592 (18): : 3949 - 3950
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