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    Use of Jet Grouting to Limit Diaphragm Wall Displacement of a Deep Excavation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Hsii-Sheng Hsieh; Chien-Chih Wang; Chang-Yu Ou
    Publisher: American Society of Civil Engineers
    Abstract: Excessive lateral diaphragm wall displacement and the associated ground settlement are often the primary cause of damage of nearby buildings. It is therefore imperative to minimize diaphragm wall displacement during basement ...
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    Analysis of Deep Excavation with Column Type of Ground Improvement in Soft Clay 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 009
    Author(s): Chang-Yu Ou; Tzong-Shiann Wu; Hsii-Sheng Hsieh
    Publisher: American Society of Civil Engineers
    Abstract: To minimize the ground settlement induced by the excavation, the column type of ground improvement has been used in many parts of the world, possibly due to the fact that this type of soil improvement is relatively easily ...
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