Li Hui-ling, Xu Yu-sheng, Hu Rong-hua. FIELD TEST RESEARCH ON DYNAMIC REPLACEMENT FOR TREATMENT OF SOFT SUBSOIL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 83-88. doi: 10.13204/j.gyjz201210019
Citation:
Li Hui-ling, Xu Yu-sheng, Hu Rong-hua. FIELD TEST RESEARCH ON DYNAMIC REPLACEMENT FOR TREATMENT OF SOFT SUBSOIL[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(10): 83-88. doi: 10.13204/j.gyjz201210019
Li Hui-ling, Xu Yu-sheng, Hu Rong-hua. FIELD TEST RESEARCH ON DYNAMIC REPLACEMENT FOR TREATMENT OF SOFT SUBSOIL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 83-88. doi: 10.13204/j.gyjz201210019
Citation:
Li Hui-ling, Xu Yu-sheng, Hu Rong-hua. FIELD TEST RESEARCH ON DYNAMIC REPLACEMENT FOR TREATMENT OF SOFT SUBSOIL[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(10): 83-88. doi: 10.13204/j.gyjz201210019
FIELD TEST RESEARCH ON DYNAMIC REPLACEMENT FOR TREATMENT OF SOFT SUBSOIL
1.
1. Geology and Environment Department,Center for Assessment and Development of Real Estate,Shenzhen 518034,China;
2.
2. Shenzhen Research and Design Institute of CARS,Shenzhen 518034,China
Received Date: 2012-03-09
Publish Date:
2012-10-20
Abstract
It was introduced a project case concerning the ecological landscape shoreline repairing and the soft soil ground improvement of Shenzhen Gulf,in which through the field test of dynamic replacement,the law of change of rammed subsidence,the replacement depth and the growth and dissipation of pore water pressure were analyzed. Some valuable conclusions were obtained,and some suggestions were proposed on the follow-up field test in the dynamic replacement for the soft subsoil improvement.
References
童岳生,童申家.有侧移钢筋混凝土框架柱纵向挠曲二阶效应分析[J].建筑结构,2005,35(9): 57-61.
[2] GB 500102010 混凝土结构设计规范[S].
[3] ACI 318M-05 [S].American Concrete Institute,2005.
[4] MacGregor J G, Breen J E, Pfrang E O.Design of SlenderConcrete Columns[J].ACI Journal,Proceedings,1970,67 (1 ):6-28.
[5] GB 500112010 建筑抗震设计规范[S].
[6] 梁兴文,史庆轩.混凝土结构设计原理[M].2 版.北京: 中国建筑工业出版社,2011: 126-128.
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