Chapter
Jul 21, 2014

Earth Pressure Distribution for Deep Excavations in Gravel Formations

Publication: Earthwork Project Management, Slope Stability Analysis, and Wave-Based Testing Techniques

Abstract

There are no available guidelines for lateral earth pressure envelope in gravel formations, especially for high gravel content ranging from 70% to 86%. Design of retaining structures and anchors in gravel is typically based on empirical experience and that was often too conservative. Therefore, this research collects 25 deep excavation cases in gravel deposits in Taichung areas. The value of apparent earth pressure had the tendency to increase as the depth of excavation increased. Comparison was made with the apparent earth pressure envelopes. The acquired shape of the envelope was trapezoid. However, the value of the coefficient of apparent earth pressure was less than half of the values suggested by various researchers. The distributions of apparent earth pressure at different excavation depths, 15, 20, and 27 m, could be obtained and normalized based on this study. The shape of the envelopes is similar to the one suggested by researchers, but the apparent earth pressure is much less.

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Go to Earthwork Project Management, Slope Stability Analysis, and Wave-Based Testing Techniques
Earthwork Project Management, Slope Stability Analysis, and Wave-Based Testing Techniques
Pages: 64 - 72

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Published online: Jul 21, 2014

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Sung-Chi Hsu [email protected]
Professor, Department of Construction Engineering, Chaoyang University of Technology, 168 Jifong East Road, Wufong District, Taichung 41349, Taiwan.E-mail: [email protected]
Yu-Ping Huang
Postgraduate Student, Department of Construction Engineering, Chaoyang University of Technology, 168 Jifong East Road, Wufong District, Taichung 41349, Taiwan.
Tao-Ming Cheng [email protected]
Professor, Department of Construction Engineering, Chaoyang University of Technology, 168 Jifong East Road, Wufong District, Taichung 41349, Taiwan.E-mail: [email protected]

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