Journal of Chongqing Jiaotong University(Natural Science) ›› 2004, Vol. 23 ›› Issue (4): 60-63.
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CHEN Ta-i rui
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陈太瑞
作者简介:
Abstract: Introduce the L circle bridge of some separate cloverleaf junction 144.94m long six stretch continual ridges. The construction of the main structure of the bridge floor was finished.After some areas were re-filled with soil,some stake foundations were found to subside in varying degrees.Through the calculation and analysis of the stake foundations subsidence,the plan of single pipe and three pipes stake foundations pressure circle spray reinforcement was adopted,and the stake foundations were re
Key words: circle bridge, calculation analysis of the stake foundations, subsidence pressure circle spray reinforcement
摘要： 介绍某分离式立交L匝道桥144.94m6跨连续箱梁在桥面主体结构施工完毕,部分区域土回填后,发现部分 桩基有不同程度的较大沉降.通过对桩基沉降计算分析,采用了单管、三重管桩底高压旋喷加固方案,成功地进行 了桩基补强.
关键词: 匝道桥, 桩基沉降计算分析, 高压旋喷加固
CLC Number:
TU473.1+2
TU472.3+1
CHEN Ta-i rui. The calculation analysis and study on pressure circle spray reinforcement of the stake foundations subsidence[J]. Journal of Chongqing Jiaotong University(Natural Science), 2004, 23(4): 60-63.
陈太瑞. 桩基沉降计算分析及高压旋喷加固研究[J]. 重庆交通大学学报（自然科学版）, 2004, 23(4): 60-63.
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