黏性土复合地基挡墙侧压力研究

李连祥; 黄佳佳; 季相凯

doi:10.11779/CJGE2019S1023

黏性土复合地基挡墙侧压力研究 English Version

李连祥^{1, 2},
黄佳佳^{1, 2},
季相凯^{1, 2}

1. 山东大学基坑与深基础工程技术研究中心,山东济南 250061;
2.山东大学土建与水利学院,山东济南 250061

基金项目: 国家自然科学基金项目（51508310）; 山东省优秀中青年科学家科研基金项目（BS2013SF024）; 济南市科技计划项目（201201145）

详细信息

作者简介:
李连祥(1966—),男,博士,研究员,硕士生导师,主要从事土力学及岩土工程的教学及科研工作。E-mail：jk_doctor@163.com。

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出版历程
- 收稿日期: 2019-04-28
- 发布日期: 2019-07-14

Lateral pressures on retaining wall of composite foundation in clayey soils

LI Lian-xiang^{1, 2},
HUANG Jia-jia^{1, 2},
JI Xiang-kai^{1, 2}

1. Foundation Pit and Deep Foundation Engineering Research Center, Shandong University, Jinan 250061, China;
2. School of Civil Engineering, Shandong University, Jinan 250061, China

摘要

摘要: 因技术进步和经济效益良好,现有大量工程项目采用复合地基。复合地基因其桩土共同作用,能有效减小地基变形和侧移。基于砂土复合地基侧向开挖离心试验和有限元分析模型获得的砂性土复合地基侧压力研究结果,建立黏性土ABAQUS有限元分析模型,分析附加荷载、黏聚力、内摩擦角和挡墙刚度对黏性土复合地基挡墙侧压力的影响,得出其侧压力沿深度分布规律,并与砂性土复合地基挡墙侧压力相比较。研究助于支护结构有效设计,控制复合地基及上部结构变形,降低工程造价。
- 黏性土 /
- 侧压力 /
- ABAQUS /
- 复合地基 /
- 有限元分析
Abstract: Due to the technological progress and good economic benefits, a large number of existing projects have adopted composite foundation. Because of the combined effects of piles and soils, the composite foundation can effectively reduce the deformation and lateral displacement of foundation. Based on the studies on the side pressures of composite foundation in sandy soil obtained by the centrifugal tests and finite element analysis models for sandy composite foundation, the ABAQUS finite element analysis models for composite foundation in clayey soils are established to analyze the influences of the additional loads, cohesive forces, internal friction angles and stiffnesses of retaining wall on the lateral pressures on the retaining wall, and the distribution of the lateral pressures along depth is obtained. The research is helpful to the effective design of supporting structures, to control the deformation of composite foundation and superstructure, and to save the cost of engineering projects.
- clayey soil /
- lateral pressure /
- ABAQUS /
- composite foundation /
- finite element analysis

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参考文献(5)

[1]	刘燕, 聂淑敏, 刘涛. 既有地下结构对基坑位移的遮拦效应研究[J]. 岩土工程学报, 2014, 36(增刊2): 400-403. (LIU Yan, NIE Shu-min, LIU Tao.Sheltering effect of existing subsurface structures on displacement of retaining wall of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 400-403. (in Chinese))
[2]	张陈蓉, 黄茂松. 基坑开挖引起的邻近建筑物桩基变形受力响应[J]. 岩土工程学报, 2012, 34(增刊): 565-570. (ZHANG Chen-rong, HUANG Mao-song.Behavior of pile foundation due to excavation-induced lateral soil movement[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S0): 565-570. (in Chinese))
[3]	JGJ120—2012 建筑基坑支护技术规程[S]. 2012. (JGJ120—2012 Technical Specification for Retaining and Protection for Building Foundation Excavations[S]. 2012. (in Chinese))
[4]	黄佳佳. 既有复合地基形成机制与支护开挖力学性状研究[D]. 济南: 山东大学, 2018. (HUANG Jia-jia.Study on formation mechanism and mechanical properties of existing composite foundation with adjacent excavation[D]. Jinan: Shandong University, 2018. (in Chinese))
[5]	李连祥, 符庆宏, 张永磊, 等. 基坑离心模型试验开挖方法研究与应用[J]. 岩石力学与工程学报, 2016, 35(4): 856-864. (LI Lian-xiang, FU Qing-hong, ZHANG Yong-lei, et al.Research and application of a new excavation method in centrifuge model test on foundation pit engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2016,35(4): 856-864. (in Chinese))

施引文献(6)

期刊类型引用(2)

1.	张小利，张四化，李明宇，刘涛，钱宇奔. 复合地基桩端位置变化对挡墙附加土压力的影响规律模型试验研究. 工程勘察. 2023(06): 7-12+29 . 百度学术
2.	刘华，刘志，张文龙，胡亚洲，刘人菩，谭茜元，谢楠，姜海波. 旋喷加固淤泥地层隧道荷载作用模式研究. 铁道标准设计. 2023(12): 143-149 . 百度学术

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黏性土复合地基挡墙侧压力研究 English Version

作者简介: 李连祥(1966—),男,博士,研究员,硕士生导师,主要从事土力学及岩土工程的教学及科研工作。E-mail：jk_doctor@163.com。

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Lateral pressures on retaining wall of composite foundation in clayey soils

期刊类型引用(2)

其他类型引用(4)

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目录

作者简介:
李连祥(1966—),男,博士,研究员,硕士生导师,主要从事土力学及岩土工程的教学及科研工作。E-mail：jk_doctor@163.com。