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沉井和根式沉井水平承载特性研究
引用本文:黄挺,付守印. 沉井和根式沉井水平承载特性研究[J]. 工业建筑, 2010, 40(4)
作者姓名:黄挺  付守印
作者单位:东南大学土木工程学院,南京,210096
摘    要:
通过水平静载荷试验,对沉井和根式沉井的水平承载性能进行分析研究。试验采用单向单循环水平维持荷载法,对一个纯试验用沉井进行加载,试验完成后在沉井壁预留孔顶入根键,然后再进行根式沉井的水平承载试验。试验得到了沉井基础及根式沉井基础的水平承载力、沉井的变形、井身弯矩等成果。试验结果表明:根式沉井基础较普通沉井基础,水平极限承载力提高近60%;在水平荷载较小时,根键对承载性能的提高不明显,但随荷载增大,其提高越来越明显。

关 键 词:沉井基础  根式沉井基础  现场试验  水平荷载  极限承载力

STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON
Huang Ting,Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. Industrial Construction, 2010, 40(4)
Authors:Huang Ting  Fu Shouyin
Affiliation:College of Civil Engineering;Southeast University;Nanjing 210096;China
Abstract:
According to the field test of caisson and rootstalk caisson under lateral static load,the behaviors of caisson and rootstalk foundation under lateral load are studied.At first,the caisson was loaded by the single cycle load holding method in the test.Then,the caisson was fitted on rootstalks and tested.The horizontal bearing capacities of the caisson and the rootstalk caisson were measured,and the deformation and caisson bending moment were obtained.The results of the experiment indicate that horizontal be...
Keywords:caisson foundation  rootstalk caisson foundation  field test  lateral load  ultimate bearing capacity  
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