Research on the Monitoring and Analysis Methods of a Double-Row Stabilizing Pile’s Compatible Deformation
Author:
Affiliation:
1. Dept. of Road and Bridge Engineering, Hubei Univ. of Technology, Wuhan 430000, China.
2. Dept. of Marine Science, Zhejiang Univ., Hangzhou 310058, China.
3. Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784480113.014
Reference23 articles.
1. QI Bin CHANG Bo. 2010. Comparative analysis of single-row and double-row anti-slide piles in landslide reinforcement engineering.Journal of China Three Gorges Univ.(Natural Sciences) 2(1):52-55
2. SUN Yong. 2008. Mechanical model and design of double-row anti-sliding piles for slope stabilization in mountainous regions of western China.Journal of Engineering Geology 16(3):383-387
3. L.K.Ginzburg V.E. Koval V.B.Lapkin V.S.Vaskovskaya. 1990.Force distribution among slope-protection structure pile rows.Ukrspetsstroiproekt Institute.Translated from Osnovaniya Fundamenty I Mekhanika Gruntov No.2 pp.7-11
4. LU Meijun YAN Echuan. 2005.Study on distribution laws of landslide-trust in double-row embedded anti-slide piles.Chinese Journal of Rock Mechanics and Engineering 24(suppl 1):4866-4871
5. M.EI Sawwaf. 2010. Experimental and numerical study of srip footing supported on stabilized
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