| 基坑土钉墙的数值模拟 |
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| 引用本文： | 周波,彭社琴,赵其华. 基坑土钉墙的数值模拟[J]. 水土保持研究, 2006, 13(2): 72-74 |
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| 作者姓名： | 周波 彭社琴 赵其华 |
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| 作者单位： | 成都理工大学环境与土木工程学院,成都,610059 |
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| 摘 要： | 通过数值模拟,对比实例工程的观测数据,讨论了土钉墙支护的基本规律、破坏模式、各排土钉发挥的作用、施工影响以及土层参数的影响,对设计和施工提出了建议。
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| 关 键 词： | 土钉墙 土钉应力 破坏形式 施工影响 |
| 文章编号： | 1005-3409（2006）02-0072-03 |
| 收稿时间： | 2005-07-14 |
| 修稿时间： | 2005-07-14 |
Simulation of Soil Nailing Wall |
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| ZHOU Bo,PENG She-qin,ZHAO Qi-hua. Simulation of Soil Nailing Wall[J]. Research of Soil and Water Conservation, 2006, 13(2): 72-74 |
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| Authors: | ZHOU Bo PENG She-qin ZHAO Qi-hua |
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| Affiliation: | College of Environment and Civil Engineering ,Chengdu University of Technology ,Chengdu 610059 ,China |
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| Abstract: | Using numerical simulation and comparing with the in situ testing to discuss the basic rule of soil nailing wall,the failure mode,respective action of upper and bottom soil nail,the effect of constrction scheme and soil parameter.In the end,some suggestions to the design and construction of soil nailing wall are given. |
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| Keywords: | soil nailing stress in the soil nail failure mode effect of construction scheme |
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