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张向阳, 顾金才, 沈俊, 陈安敏. 锚固基坑模型试验研究[J]. 岩土工程学报, 2003, 25(5): 642-646.
引用本文: 张向阳, 顾金才, 沈俊, 陈安敏. 锚固基坑模型试验研究[J]. 岩土工程学报, 2003, 25(5): 642-646.
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ZHANG Xiangyang, GU Jincai, SHEN Jun, CHEN Anmin. Research on model test of anchored excavation[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(5): 642-646.
Citation: ZHANG Xiangyang, GU Jincai, SHEN Jun, CHEN Anmin. Research on model test of anchored excavation[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(5): 642-646.
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锚固基坑模型试验研究

Research on model test of anchored excavation

    摘要
  • 摘要: 应用模型试验方法,探讨了在开挖过程中基坑墙面水平位移特点和预应力锚索受力特点,给出了锚固基坑与非锚固基坑的水平位移变化特征、不同的锚索类型对基坑变形的影响和锚索应力的变化特征,提出了合理的锚索结构形式。

     

    Abstract: This paper researches characters of the horizontal displacement of slope and the stress of anchor cables during excavation by model test.The horizontal displacement of the anchored slope and unanchored slope, the influence of different types of anchor cable on the slope displacement, stress of cables,and rational structure type of anchor cable are given.

     

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