Differential Settlement among Diaphragm Wall and Upright Column Piles

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Abstract:

According to a recent development of environmental geotechnical engineering, geotechnical engineering environment connotation , characteristics, and related disciplines aspects of the relationship are summarized and explained. The definition proposed environmental geotechnology views, a brief analysis of urban construction in common environmental geotechnical problems and propose appropriate countermeasures . Finally, emphasize the potential environmental geotechnology great, to be able to further develop and improve in theory and in practice.

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171-174

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January 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Lou Yong-liang, Design and Monitoring of Deep Foundation Pit Project for Soft Soil Area[J]. Chinese Journal of Zhejiang Wat. Cons&Hydr. College. 2001, 13(3): 7-8.

Google Scholar

[2] Tang Ye-qing, Li Qi-min, Cui Jiang-yu. Analysis and Processing of Excavation Accident[M]. Beijing, China Building Industry Press, 1999: 36-40.

Google Scholar

[3] M.S. Caspe. Surface settlement adjacent to braced open cuts[J]. Journal of the Soil Mechanics and Foundation Division, 1966, 92(4): 51-59.

DOI: 10.1061/jsfeaq.0000889

Google Scholar

[4] Chang-YuOu, Bor-Yuan Shiau, I-Wen Wang. Three-demention deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history [J].Canadian Geotechnical Journal, 2000, 37: 438-448.

DOI: 10.1139/t00-018

Google Scholar