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圬工与加筋土组合式挡墙离心模型试验
引用本文:徐超,贾斌,罗玉珊,董健. 圬工与加筋土组合式挡墙离心模型试验[J]. 同济大学学报(自然科学版), 2015, 43(3): 0379-0385
作者姓名:徐超  贾斌  罗玉珊  董健
作者单位:同济大学地下建筑与工程系,同济大学地下建筑与工程系,同济大学地下建筑与工程系,湖北省交通规划设计院,湖北省交通规划设计院
基金项目:2011-700-3-42
摘    要:以湖北十房(十堰至房县)高速公路某处圬工与加筋土组合式挡墙为研究对象,通过土工离心模型试验技术,研究圬工与加筋土组合式挡墙的变形特性及内部土压力分布,并探讨强筋与弱筋(筋材模量)、长筋与短筋(加筋长度)以及密筋与疏筋(层间距)等参数对组合式挡墙的影响.研究发现:圬工挡墙与加筋土挡墙存在明显的相互影响,上部挡墙荷载使圬工挡墙发生内倾,这一内倾使加筋土挡墙上部水平位移进一步增大,并造成墙体底部土压力分布更不均匀;增大土工格栅模量、增加加筋长度、减小加筋间距,更有利于控制加筋土挡墙的变形;加筋土挡墙内部土压力和墙后水平土压力总体上小于理论值,且受挡墙加筋参数的影响;组合挡土结构的墙顶沉降主要发生在施工期,应加强施工质量控制,保证填土的密实度.

关 键 词:圬工与加筋土组合式挡墙  离心模型试验  变形特性  土工格栅
收稿时间:2014-04-04
修稿时间:2014-12-10

Centrifuge Model Tests of Behavior of Masonry and Reinforced Soil Composite Retaining Wall
XU Chao,JIA Bin,LUO Yushan and DONG Jian. Centrifuge Model Tests of Behavior of Masonry and Reinforced Soil Composite Retaining Wall[J]. Journal of Tongji University(Natural Science), 2015, 43(3): 0379-0385
Authors:XU Chao  JIA Bin  LUO Yushan  DONG Jian
Affiliation:College of Civil Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China,College of Civil Engineering, Tongji University, Shanghai 200092, China,College of Civil Engineering, Tongji University, Shanghai 200092, China and Comunication Planning Design Institute of Hubei Province, Wuhan 430051, China
Abstract:The authors taking amasonryand reinforced soil composite retaining wall of Hubei Shifang(Shiyan to Fangxian) Expressway as the research object, through the geotechnical centrifuge model test, studied the deformation characteristic sand the soil pressure distribution of the combined retaining wall, and investigated the effects of reinforcement modulus, length and vertical spacing of reinforcement on the composite retaining wall. The research found that the lower masonry retaining wall and the upper reinforced earth retaining wall have obvious mutual influences, the introversion of masonry retaining wall occurred under the load of upper reinforced soil wall, the introversion of masonry wall further increased the horizontal displacement of the upper part of reinforced soil retaining wall, and caused the pressure distribution more uneven at the bottom. Increasing the geogrid modulus, increasing reinforced length and reducing reinforcement spacing are more conducive to control the deformation of reinforced soil retaining wall. The earth pressure in reinforced soil and the horizontal earth pressure behind retaining wall, which are impacted by reinforced parameters, are less than the theoretical value. The wall top settlement of composite retaining wall occurred mainly in the construction period, measures should be taken to strengthen the construction quality control and ensure the compactness of soil.
Keywords:masonry and reinforced soil composite retaining wall   centrifuge model test   deformation characteristics   geogrid
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