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    Axially Loaded Piles in Layered Soil 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): S. L. Lee; Y. C. Kog; G. P. Karunaratne
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of axially loaded piles in layered soil is investigated in terms of effective stresses, using a rigorous elastic load transfer theory. Following the technique of Muki and Sternberg, the problem is decomposed ...
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    Discussion of “<i>Test Fill at Chek Lap Kok, Hong Kong</i>” by Roger Foott, Demetrious C. Koutsoftas, and Leo D. Handfelt (February, 1987, Vol. 113, No. 2) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author(s): G. P. Karunaratne; S. L. Lee; S. A. Tan
    Publisher: American Society of Civil Engineers
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    Layered Clay‐Sand Scheme of Land Reclamation 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): S. L. Lee; G. P. Karunaratne; K. Y. Yong; V. Ganeshan
    Publisher: American Society of Civil Engineers
    Abstract: Dredged seabed sand and hill‐cut soil are economical fill materials for coastal land reclamation. Wherever these materials are scarce, the possibility of using other available materials such as marine clay should be studied. ...
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    Rational Wave Equation Model for Pile‐Driving Analysis 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): S. L. Lee; Y. K. Chow; G. P. Karunaratne; K. Y. Wong
    Publisher: American Society of Civil Engineers
    Abstract: A one‐dimensional wave equation model for pile‐driving analysis is presented. In this model, the pile is represented by discrete elements, while the soil is represented by a series of springs and dashpots, the coefficients ...
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    Geotechnical Data Management System 

    Source: Journal of Computing in Civil Engineering:;1990:;Volume ( 004 ):;issue: 003
    Author(s): Fook‐Hou Lee; Thiam‐Soon Tan; G. P. Karunaratne; Seng‐Lip Lee
    Publisher: American Society of Civil Engineers
    Abstract: For many geotechnical projects in both the field and the laboratory, there is a trend toward using automatic data acquisition systems to collect information. This usually leads to the generation of a large volume of data, ...
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    Installation Stress in Prefabricated Vertical Drains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): G. P. Karunaratne; S. H. Chew; K. W. Leong; W. K. Wong; L. H. Lim; K. S. Yeo; A. M. Hee
    Publisher: American Society of Civil Engineers
    Abstract: Prefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This ...
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