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    Field Tests on Pile-Supported Embankments over Soft Ground 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): R. P. Chen; Z. Z. Xu; Y. M. Chen; D. S. Ling; B. Zhu
    Publisher: American Society of Civil Engineers
    Abstract: When designing embankments over soft soils, geotechnical engineers face many challenges. These include potential bearing failure, intolerable settlement, and global or local instability. Pile-supported embankments have ...
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    Probabilistic Analytical Model for Settlement Risk Assessment of High-Speed Railway Subgrade 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): R. P. Chen; P. Jiang; X. W. Ye; X. C. Bian
    Publisher: American Society of Civil Engineers
    Abstract: It is crucial for the design and operation of a high-speed railway to estimate and control the accumulative settlement of the subgrade induced by cyclic train loading. In this study, an analytical model, considering the ...
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    Response of 3×3 Pile Groups in Silt Subjected to Eccentric Lateral Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): L. G. Kong; R. P. Chen; S. H. Wang; Y. M. Chen
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports two
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    Failure Investigation at a Collapsed Deep Excavation in Very Sensitive Organic Soft Clay 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): R. P. Chen; Z. C. Li; Y. M. Chen; C. Y. Ou; Q. Hu; M. Rao
    Publisher: American Society of Civil Engineers
    Abstract: Collapse of a 15.7-m-deep excavation in very sensitive organic soft clay in Hangzhou, China, is presented in this paper. The collapse of the excavation caused the break and/or inclination of the retaining walls, the wracking ...
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    Probabilistic Analytical Model for Settlement Risk Assessment of High-Speed Railway Subgrade 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): R. P. Chen; P. Jiang; X. W. Ye; X. C. Bian
    Publisher: American Society of Civil Engineers
    Abstract: It is crucial for the design and operation of a high-speed railway to estimate and control the accumulative settlement of the subgrade induced by cyclic train loading. In this study, an analytical model, considering the ...
    Request PDF
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