Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
Citation:
Liu Xiangyi, WeiHuanwei, Zhang Xin. SUPPORT FOR FOUNDATION EXCAVATION AND PROTECTION OF ADJACENT BUILDING BASED ON DISPLACEMENT CONTROL[J]. INDUSTRIAL CONSTRUCTION , 2007, 37(1): 69-72,37. doi: 10.13204/j.gyjz200701018
Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
Citation:
Liu Xiangyi, WeiHuanwei, Zhang Xin. SUPPORT FOR FOUNDATION EXCAVATION AND PROTECTION OF ADJACENT BUILDING BASED ON DISPLACEMENT CONTROL[J]. INDUSTRIAL CONSTRUCTION , 2007, 37(1): 69-72,37. doi: 10.13204/j.gyjz200701018
SUPPORT FOR FOUNDATION EXCAVATION AND PROTECTION OF ADJACENT BUILDING BASED ON DISPLACEMENT CONTROL
1.
1 Foundation Construction Department of Shandong University Jinan 250013;
2.
2 Engineering Institute of Appraisal and Strengthening,Shandong Architecture University Jinan 250014
Received Date: 2006-08-20Publish Date:
2007-01-20
Abstract
According to the characteristics of foundation pit and adjacent building and surrounding circumstance,some reasonable measures are given to protect the safety of adjacent building based on displacement control,such as prestressed anchor for limitation to lateral displacement of foundation pit,as well as root pile for foundation underpinning of adjacent building to increase its stiffness.
References
刘建航,侯学渊. 基坑工程手册[M].北京:中国建筑工业出版社,1997.
GB 50007-2002.建筑地基基础规范[S].
孙剑平. 微型桩竖向承载力的估算[J].施工技术,1991,(01).
JGJ 94-1994.建筑桩基技术规程[S].
魏焕卫. 复杂条件下邻近建筑物的保护和基坑支护[J].施工技术,2005,(06):48-50.
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