Effect of cantilever soldier pile foundation excavation closing to an existing composite foundation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-013-1626-4.pdf
Reference16 articles.
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2. ZHENG Jun-jie, ABUSHARAR S W, WANG Xian-zhi. Three-dimensional nonlinear finite element modeling of composite foundation formed by CFG-lime piles [J]. Computers and Geotechnics, 2008, 35(4): 637–643.
3. LIU Zhong, ZHU Jun-gao, ZHANG Zong-liang. Dynamic response analysis of composition foundation with CFG piles [J]. Advanced Materials Research, 2012, 368/373: 201–205.
4. XIANG Jian. Dynamic response analysis on efficacy of CFG-pile in different height [J]. Advanced Materials Research, 2011, 311/312/313: 145–148.
5. CHEN Qiu-nan, ZHAO Ming-hua, ZHOU Guo-hua. Bearing capacity and mechanical behavior of CFG pile composite foundation [J]. Journal of Central South University of Technology, 2008, 15(Supp. 2): 45–49.
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