| 临河填土边坡失稳后的加固及监测数据分析 |
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| 引用本文： | 罗凯仪,朱强. 临河填土边坡失稳后的加固及监测数据分析[J]. 山西建筑, 2009, 35(30): 121-123 |
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| 作者姓名： | 罗凯仪 朱强 |
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| 作者单位： | 陕西市政建筑设计研究院有限公司珠海分公司,广东珠海,519000 |
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| 摘 要： | 介绍了一软土地基上的临河人工填土边坡失稳的工程实例,分析了失稳的原因,提出了采用加密塑料排水板和土工格栅联合进行加固的方案,并布置了水平位移、沉降和孔隙水压力的观测,主要通过水平位移来控制填土速率,从而确保后续填土的稳定性,监测数据表明,该加固方案是比较成功的。
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| 关 键 词： | 软土地基 边坡 水平位移 监测 |
The reinforcing and monitoring data analysis after destabilization of filled side slope near river |
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| LUO Kai-yi,ZHU Qiang. The reinforcing and monitoring data analysis after destabilization of filled side slope near river[J]. Shanxi Architecture, 2009, 35(30): 121-123 |
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| Authors: | LUO Kai-yi ZHU Qiang |
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| Affiliation: | LUO Kai-yi, ZHU Qiang |
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| Abstract: | A near river artificial filled side slope destabilization engineering example on the soft soil foundation was introduced, the destabilizing reasons were analyzed. The reinforcing planning with densified plastic drain board and geogrid combination was proposed, the horizontal displacement, settlement and void water pressure observation were arranged, which control filled speed mainly by horizontal displacement, there-fore guaranteed filled coil stability. The monitoring data indicated that the reinforcing planning was successful. |
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| Keywords: | soft soil foundation side slope horizontal displacement monitoring |
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