桩锚支挡结构体系挡板土压力试验研究

代军 胡岱文 等

doi:10.11835/j.issn.1674-4764.2001.04.009

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桩锚支挡结构体系挡板土压力试验研究

更新时间：2023-11-28

- 桩锚支挡结构体系挡板土压力试验研究
- Experimental Study of Soil Stress on the Holding Sheet of Pile-Anchor Holding-Block Structure System
- 土木与环境工程学报（中英文） 2001年23卷第4期页码：48-54
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- DOI：10.11835/j.issn.1674-4764.2001.04.009
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- 纸质出版：2001
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代军胡岱文等. 桩锚支挡结构体系挡板土压力试验研究[J]. 土木与环境工程学报（中英文）, 2001,23(4):48-54.

Experimental Study of Soil Stress on the Holding Sheet of Pile-Anchor Holding-Block Structure System[J]. Journal of Civil and Environmental Engineering, 2001, 23(4): 48-54.
代军胡岱文等. 桩锚支挡结构体系挡板土压力试验研究[J]. 土木与环境工程学报（中英文）, 2001,23(4):48-54. DOI： 10.11835/j.issn.1674-4764.2001.04.009.

Experimental Study of Soil Stress on the Holding Sheet of Pile-Anchor Holding-Block Structure System[J]. Journal of Civil and Environmental Engineering, 2001, 23(4): 48-54. DOI： 10.11835/j.issn.1674-4764.2001.04.009.

摘要

以重庆地区常见的桩锚枝挡结构体系挡板上土压力为研究对象，采用室内模型试验方法，定性的分析了挡板上土压力分布规律，并将其与经典土压力理论计算结果作对比，从而指出了经典土压力理论在桩锚支挡结构体系挡板土压力计算中的不适用性。

Abstract

This paper studies the soil stress on the holding sheet between the pile-anchor erecting columns of the pile-anchor holding block structure system often used in Chongqing. Based on the indoor model tests

this paper makes a qualitative analysis about the variation rules of the soil stress on the holding sheet. The results are compared with the calculation results on classical soil stress theory. Then

this paper suggests that the classical soil stress theory is unsuitable to calculating and analyzing the soil stress on the holding sheet.

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