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Leung, Erin H. Y., Ng, Charles W. W. (2007) Wall and Ground Movements Associated with Deep Excavations Supported by Cast In Situ Wall in Mixed Ground Conditions. Journal of Geotechnical and Geoenvironmental Engineering, 133 (2). 129-143 doi:10.1061/(asce)1090-0241(2007)133:2(129)

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Reference TypeJournal (article/letter/editorial)
TitleWall and Ground Movements Associated with Deep Excavations Supported by Cast In Situ Wall in Mixed Ground Conditions
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsLeung, Erin H. Y.Author
Ng, Charles W. W.Author
Year2007 (February)Volume133
Issue2
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)1090-0241(2007)133:2(129)Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID9704412Long-form Identifiermindat:1:5:9704412:3
GUID0
Full ReferenceLeung, Erin H. Y., Ng, Charles W. W. (2007) Wall and Ground Movements Associated with Deep Excavations Supported by Cast In Situ Wall in Mixed Ground Conditions. Journal of Geotechnical and Geoenvironmental Engineering, 133 (2). 129-143 doi:10.1061/(asce)1090-0241(2007)133:2(129)
Plain TextLeung, Erin H. Y., Ng, Charles W. W. (2007) Wall and Ground Movements Associated with Deep Excavations Supported by Cast In Situ Wall in Mixed Ground Conditions. Journal of Geotechnical and Geoenvironmental Engineering, 133 (2). 129-143 doi:10.1061/(asce)1090-0241(2007)133:2(129)
In(2007, February) Journal of Geotechnical and Geoenvironmental Engineering Vol. 133 (2) American Society of Civil Engineers (ASCE)

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Ng, Charles W. W., Leung, Erin H. Y. (2007) Determination of Shear-Wave Velocities and Shear Moduli of Completely Decomposed Tuff. Journal of Geotechnical and Geoenvironmental Engineering, 133 (6). 630-640 doi:10.1061/(asce)1090-0241(2007)133:6(630)
Carrier, W. David (2007) Liquefaction Induced by Auger-Cast Piles: How Common?. Journal of Geotechnical and Geoenvironmental Engineering, 133 (2). 224-226 doi:10.1061/(asce)1090-0241(2007)133:2(224)
Hsiung, Bin-Chen Benson (2007) Discussion of “Observed Performance of a Deep Multistrutted Excavation in Shanghai Soft Clays” by G. B. Liu, Charles W. W. Ng, and Z. W. Wang. Journal of Geotechnical and Geoenvironmental Engineering, 133 (2). 242-243 doi:10.1061/(asce)1090-0241(2007)133:2(242)
Long, Michael (2001) Database for Retaining Wall and Ground Movements due to Deep Excavations. Journal of Geotechnical and Geoenvironmental Engineering, 127 (3). 203-224 doi:10.1061/(asce)1090-0241(2001)127:3(203)
Liu, H. L., Ng, Charles W. W., Fei, K. (2007) Performance of a Geogrid-Reinforced and Pile-Supported Highway Embankment over Soft Clay: Case Study. Journal of Geotechnical and Geoenvironmental Engineering, 133 (12). 1483-1493 doi:10.1061/(asce)1090-0241(2007)133:12(1483)
Long, Michael (2002) Closure to “Database for Retaining Wall and Ground Movements due to Deep Excavations” by Michael Long. Journal of Geotechnical and Geoenvironmental Engineering, 128 (6). 536-537 doi:10.1061/(asce)1090-0241(2002)128:6(536.2)
Stewart, Jonathan P. (2007) Editor-in-Chief. Journal of Geotechnical and Geoenvironmental Engineering, 133 (1). 2 doi:10.1061/(asce)1090-0241(2007)133:1(2)
Kung, Gordon T., Juang, C. Hsein, Hsiao, Evan C., Hashash, Youssef M. (2007) Simplified Model for Wall Deflection and Ground-Surface Settlement Caused by Braced Excavation in Clays. Journal of Geotechnical and Geoenvironmental Engineering, 133 (6). 731-747 doi:10.1061/(asce)1090-0241(2007)133:6(731)
Son, Moorak, Cording, Edward J. (2007) Evaluation of Building Stiffness for Building Response Analysis to Excavation-Induced Ground Movements. Journal of Geotechnical and Geoenvironmental Engineering, 133 (8). 995-1002 doi:10.1061/(asce)1090-0241(2007)133:8(995)
Finno, Richard J., Blackburn, J. Tanner, Roboski, Jill F. (2007) Three-Dimensional Effects for Supported Excavations in Clay. Journal of Geotechnical and Geoenvironmental Engineering, 133 (1). 30-36 doi:10.1061/(asce)1090-0241(2007)133:1(30)
Ng, Charles W. W. (1999) Stress Paths in Relation to Deep Excavations. Journal of Geotechnical and Geoenvironmental Engineering, 125 (5). 357-363 doi:10.1061/(asce)1090-0241(1999)125:5(357)
 
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