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    Discussion of “Effect of Sampling Disturbance on Properties of Singapore Clay” by Thiam-Soon Tan, Fook-Hou Lee, Poh-Ting Chong, and Hiroyuki Tanaka 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Ming-Fang Chang
    Publisher: American Society of Civil Engineers
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    Basal Stability Analysis of Braced Cuts in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Ming-Fang Chang
    Publisher: American Society of Civil Engineers
    Abstract: The evaluation of basal stability is important in the design of braced excavations in clay. Limitations exist in two common methods of analysis—Terzaghi's method and Bjerrum and Eide's—and their results vary. Two improved ...
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    Construction Effect on Load Transfer along Bored Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Ming-Fang Chang; Hong Zhu
    Publisher: American Society of Civil Engineers
    Abstract: The load transfer behavior along bored piles is affected by details of pile construction particularly those imposing stress and moisture changes to the surrounding soils. An investigation involving moisture migration tests, ...
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    Load Transfer Curves along Bored Piles Considering Modulus Degradation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author(s): Hong Zhu; Ming-Fang Chang
    Publisher: American Society of Civil Engineers
    Abstract: The load-transfer (or
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    Behavior of Model Rafts Resting on Pile-Reinforced Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Xiao Dong Cao; Ing Hieng Wong; Ming-Fang Chang
    Publisher: American Society of Civil Engineers
    Abstract: Piles in a pile raft are sometimes considered as settlement reducers, not load-carrying members. In design, one often tries to minimize the number of piles. This often results in a high axial stress in the piles that may ...
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