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低强度桩复合地基处理桥头跳车现场试验研究
引用本文:李海芳 温晓贵 龚晓南. 低强度桩复合地基处理桥头跳车现场试验研究[J]. 中南公路工程, 2003, 28(3): 27-29,34
作者姓名:李海芳 温晓贵 龚晓南
作者单位:浙江大学建工学院岩土工程研究所 浙江杭州310027(李海芳,温晓贵),浙江大学建工学院岩土工程研究所 浙江杭州310027(龚晓南)
摘    要:
介绍了浙江台州浃里陈大桥成功地采用低强度混凝土桩复合地基处理桥头跳车问题,同时通过现场载荷试验、桩顶和桩间土的土压力测试以及沉降观测,较全面地研究了低强度桩复合地基承载力和桩土受力特性以及沉降变化规律,得到了一些可供理论研究和工程实践借鉴的有益结论。

关 键 词:低强度桩 复合地基 桥头跳车 现场试验 浃里陈大桥 载荷试验 桩土应力比 路堤
文章编号:1002-1205(2003)03-0027-04

Experiments of Composite Foundation with Low Strength Piles for Alleviating Bridge-Head Jumps
LI Hai fang,WEN Xiao gui,GONG Xiao nan. Experiments of Composite Foundation with Low Strength Piles for Alleviating Bridge-Head Jumps[J]. Central South Highway Engineering, 2003, 28(3): 27-29,34
Authors:LI Hai fang  WEN Xiao gui  GONG Xiao nan
Abstract:
This paper introduces a successful application of the composite foundation with low strength piles in Jialichen Bridge in Taizhou, Zhejiang to alleviate bridge-head jumps. Through a series of tests, including field loading tests, earth pressure tests and settlement observations of the top and midpoint of piles, the paper thoroughly dealt with the bearing capacity, bearing characteristics and settlement variations of the foundation. Significant conclusions are drawn from the study, which should be useful for engineering applications and further research.
Keywords:low strength pile  composite foundation  field test  stress ratio of pile to soil  bearing capacity  settlement  
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