| 复合土钉墙支护设计参数敏感性分析及边坡变形规律研究 |
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| 引用本文： | 徐帮树,刘日成,李连祥,公铭,王育奎.复合土钉墙支护设计参数敏感性分析及边坡变形规律研究[J].岩土力学,2011,32(Z2):393-400. |
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| 作者姓名： | 徐帮树 刘日成 李连祥 公铭 王育奎 |
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| 作者单位： | 山东大学土建与水利学院城市地下空间工程系; |
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| 基金项目： | 国家自然科学基金资助项目(No.50539080;No.50574053;No.50779073) |
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| 摘 要： | 由土钉和预应力锚索组成的复合土钉墙支护结构可以有效加固周围土体,控制基坑变形,被广泛应用于基坑支护设计中。以济南西客站站前广场基坑工程复合土钉墙支护设计为例,通过FLAC3D有限差分软件数值计算和现场监测分析,采用弹塑性实体单元和线性锚杆单元,考虑锚杆与土体相互作用,通过对土钉和预应力锚索组成的复合土钉支护结构进行开挖支护施工全过程的三维动态模拟分析。分析基坑坡面水平位移、坑底隆起、地表沉降、土钉轴力、预应力锚索轴力等变化规律,研究复合土钉墙的受力机制,探讨土钉和预应力锚索的共同作用机制。分析土体各种力学参数和锚杆间距、锚索预应力等设计参数对基坑变形影响的敏感性,并与监测数据进行对比分析。研究表明,锚杆与土体相互作用力学模型能较好模拟复合土钉墙支护施工过程,计算精度较高;土体黏聚力、摩擦角、土钉间距、锚索预应力等对基坑边坡变形的影响较大,计算结果可为复合土钉墙设计参数选取提供参考。
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| 关 键 词： | 复合土钉墙 土钉耦合模型 FLAC3D 基坑变形 敏感性分析 |
| 收稿时间： | 2011-03-30 |
Study of slope deformation and parameters sensitivity in supporting design of composite soil nailing wall |
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| XU Bang-shu,LIU Ri-cheng,LI Lian-xiang,GONG Ming,WANG Yu-kui.Study of slope deformation and parameters sensitivity in supporting design of composite soil nailing wall[J].Rock and Soil Mechanics,2011,32(Z2):393-400. |
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| Authors: | XU Bang-shu LIU Ri-cheng LI Lian-xiang GONG Ming WANG Yu-kui |
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| Institution: | Department of Underground Space, School of Civil and Hydraulic Engineering, Shandong University, Jinan 250061, China |
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| Abstract: | Composite soil nailing wall(CSNW) composed of soil nails and prestressed anchor cable can reinforce surrounding soils effectively and control deformation of the foundation pit.Also,it is used in the supporting design of foundation pit widely.Based on the foundation pit of Jinan's West Railway Station,the fast Lagrangian analysis of continua in 3 dimensions(FLAC3D) is used to do numerical simulation of the CSNW,and do detail comparison with field monitoring.Elastoplastic entity unit and linear anchor unit ar... |
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| Keywords: | composite soil nailing wall coupling interaction of soil and nail FLAC3D deformation of foundation pit sensitivity analysis |
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