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    Dynamic Replacement and Mixing of Organic Soils with Sand Charges 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): Kwang Wei Lo; Peng Lee Ooi; Seng‐Lip Lee
    Publisher: American Society of Civil Engineers
    Abstract: Field trials were initiated to investigate the feasibility of minimizing secondary as well as enforcing primary compression of peaty clays by dynamic replacement and mixing (DRM) with sand charges using conventional heavy ...
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    Tension Crack Development in Soils 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): Fook‐Hou Lee; Kwang‐Wei Lo; Seng‐Lip Lee
    Publisher: American Society of Civil Engineers
    Abstract: A model is proposed for finite‐element modeling of tension crack propagation in soils. The essential features of this model are the splitting of a single node into two distinct nodes in the wake of an advancing crack tip ...
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    Unified Approach to Ground Improvement by Heavy Tamping 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Kwang Wei Lo; Peng Lee Ooi; Seng‐Lip Lee
    Publisher: American Society of Civil Engineers
    Abstract: A world‐wide review of heavy‐tamping projects indicated that highly organic clays, which due to their secondary compression characteristics may not be amenable to treatment by surcharge and vertical drain installation ...
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    Closure to “<i>Unified Approach to Ground Improvement by Heavy Tamping</i>” by Kwang Wei Lo, Peng Lee Ooi, and Seng Lip Lee (March, 1990, Vol. 116, No. 4) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Kwang Wei Lo; Peng Lee Ooi; Seng Lip Lee
    Publisher: American Society of Civil Engineers
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