Analytical Evaluation of Lateral Displacement of Cemented Soil Retaining Wall for Excavation

Hai Yong Xu; Long Zhu Chen

doi:10.4028/www.scientific.net/AMR.368-373.2776

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Analytical Evaluation of Lateral Displacement of...

Analytical Evaluation of Lateral Displacement of Cemented Soil Retaining Wall for Excavation

Abstract:

A fitting function of lateral displacement of cemented soil retaining wall was proposed according to several measured data of excavations. On this basis, the retaining wall was treated as a homogeneous elastic vertical beam, whose toe and heel were restricted by a spring constraint but still could be moved and rotated. An analytical formula of the lateral displacement of the retaining wall was deduced with the principle of minimum potential energy with consideration of all the external forces. Compared with some other measured data, the average relative error of the formula was less than 10%, which preliminary indicated the formula’s practical value.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2776-2780

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.2776

Citation:

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Online since:

October 2011

Authors:

Hai Yong Xu, Long Zhu Chen

Keywords:

Analytical Evaluation, Cemented Soil Retaining Wall, Excavation, Lateral Displacement

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