|
|||||
|
|
| 土钉墙复合土体准粘聚力机理分析 | |
| 引用本文： | 郭书刚,叶洪东,范春彩.土钉墙复合土体准粘聚力机理分析[J].山西建筑,2011,37(20):60-62. |
| 作者姓名： | 郭书刚 叶洪东 范春彩 |
| 作者单位： | 1. 中煤第一勘探局,河北邯郸,056109 2. 河北工程大学土木学院,河北邯郸,056038 3. 中煤第31工程处,河北邯郸,056004 |
| 摘 要： | 通过准粘聚力理论,对土钉墙复合土体抗剪强度的提高机理进行了分析研究,并推导出了复合土体破裂角和准粘聚力增量的表达式,分析结果对土钉墙支护的设计和施工具有指导作用。 |
| 关 键 词： | 土钉墙 粘聚力 复合土体 破裂角 |
The mechanism analysis of soil nail wall's composite soil mass cohesion |
|
| GUO Shu-gang,YE Hong-dong,FAN Chun-cai.The mechanism analysis of soil nail wall's composite soil mass cohesion[J].Shanxi Architecture,2011,37(20):60-62. | |
| Authors: | GUO Shu-gang YE Hong-dong FAN Chun-cai |
| Affiliation: | GUO Shu-gang YE Hong-dong FAN Chun-cai |
| Abstract: | Through the quasi-cohesion theory,this paper makes a research analysis to the improving mechanism of the shearing strength of composite soil mass in the soil nail wall,and then derives the formula for the rupture angle and cohesion increment of composite soil mass.This result will exert a guiding influence to the retaining design of the soil nail wall and the building construction. |
| Keywords: | soil nail wall cohesion composite soil mass rupture angle |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |