| 面板刚度对加筋挡土墙工作特性研究 |
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| 引用本文： | 李首龙,杨庆,冯晓静. 面板刚度对加筋挡土墙工作特性研究[J]. 山西建筑, 2009, 35(25): 116-117 |
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| 作者姓名： | 李首龙 杨庆 冯晓静 |
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| 作者单位： | 大连理工大学岩土工程研究所,辽宁大连,116023 |
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| 摘 要： | 利用3个缩尺比例为1∶3的模型试验,研究了面板刚度对粘性填土料加筋挡墙的极限承载力以及破坏模式的影响,结果表明：随着面板刚度的增加,挡墙破坏时的延性有所降低。
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| 关 键 词： | 加筋挡土墙 面板刚度 极限承载力 破坏模式 |
Study on the plate rigidity effect on stiffened earth-retaining wall operating characteristics |
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| LI Shou-long,YANG Qing,FENG Xiao-jing. Study on the plate rigidity effect on stiffened earth-retaining wall operating characteristics[J]. Shanxi Architecture, 2009, 35(25): 116-117 |
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| Authors: | LI Shou-long YANG Qing FENG Xiao-jing |
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| Affiliation: | LI Shou-long YANG Qing FENG Xiao-jing |
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| Abstract: | The plate rigidity influences on cohesive fill material stiffened earth-retaining wall bearing capacity and damage model were studied experimentally with three 1∶3 scaling factor model,the result indicated that the retaining wall damaged tensility decreased with plate rigidity increasing. |
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| Keywords: | stiffened earth-retaining wall plate rigidity bearing capacity damage model |
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