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    Discussion of “<i>Performance of Test Embankment Constructed to Failure on Soft Marine Clay</i>” by B. Indraratna, A. S. Balasubramaniam, and S. Balachandran (January, 1992, Vol. 118, No. 1) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): Siew‐Ann Tan
    Publisher: American Society of Civil Engineers
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    Ultimate Settlement by Hyperbolic Plot for Clays with Vertical Drains 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Siew‐Ann Tan
    Publisher: American Society of Civil Engineers
    Abstract: The rectangular hyperbola method (
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    Closure to “<i>Ultimate Settlement by Hyperbolic Plot for Clays with Vertical Drains</i>” by Siew‐Ann Tan (May, 1993, Vol. 119, No. 5) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Siew‐Ann Tan
    Publisher: American Society of Civil Engineers
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    Discussion of “Performance of Embankment Stabilized with Vertical Drains on Soft Clay” by Siew‐Ann Tan 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): Siew‐Ann Tan
    Publisher: American Society of Civil Engineers
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    Performance of Precast Driven Piles in Marine Clay 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Chun F. Leung; R. Radhakrishnan; Siew‐Ann Tan
    Publisher: American Society of Civil Engineers
    Abstract: The research reported is concerned with the behavior of precast reinforced concrete piles driven through soft marine clay and founded in residual soil and weathered rock of sedimentary origin; to study the load‐transfer ...
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    Closure to “<i>Performance of Precast Driven Piles in Marine Clay</i>” by Chun F. Leung, R. Radhakrishnan, and Siew‐Ann Tan (April, 1991, Vol. 117, No. 4) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): Chun F. Leung; R. Radhakrishnan; Siew‐Ann Tan
    Publisher: American Society of Civil Engineers
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    Clogging Evaluation of Permeable Bases 

    Source: Journal of Transportation Engineering, Part A: Systems:;2003:;Volume ( 129 ):;issue: 003
    Author(s): Siew-Ann Tan; Tien-Fang Fwa; Chong-Teng Han
    Publisher: American Society of Civil Engineers
    Abstract: The clogging of the void spaces within the permeable base by foreign particles can severely reduce its drainage capacity. This will, in turn, reduce the service life of the permeable base layer within the pavement. In this ...
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    Drainage Efficiency of Sand Layer in Layered Clay‐Sand Reclamation 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Siew‐Ann Tan; Kee‐Ming Liang; Kwet‐Yew Yong; Seng‐Lip Lee
    Publisher: American Society of Civil Engineers
    Abstract: In the layered clay‐sand scheme of land reclamation, horizontal sand layers are sandwiched between hydraulically placed marine clay to provide shorter drainage paths for the consolidation of the clay. The rate of consolidation ...
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    Closure to “<i>Drainage Efficiency of Sand Layer in Layered Clay‐Sand Reclamation</i>” by Siew‐Ann Tan, Kee‐Ming Liang, Kwet‐Yew Yong, and Seng‐Lip Lee (February, 1992, Vol. 118, No. 4) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Siew‐Ann Tan; Kee‐Ming Liang; Kwet‐Yew Yong,; Seng‐Lip Lee
    Publisher: American Society of Civil Engineers
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    Erratum: 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author(s): Siew‐Ann Tan; Kee‐Ming Liang; Kwet‐Yew Yong; Seng‐Lip Lee
    Publisher: American Society of Civil Engineers
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