| 黄土地区深路堑边坡稳定性分析及抗滑桩设计 |
| |
| 引用本文： | 胡怀雯,易文. 黄土地区深路堑边坡稳定性分析及抗滑桩设计[J]. 湖南农机, 2011, 38(9): 222-223 |
| |
| 作者姓名： | 胡怀雯 易文 |
| |
| 作者单位： | 中南林业科技大学,湖南长沙,410000 |
| |
| 摘 要： | 原状黄土的抗剪强度与黄土的干容重、含水量、粘粒含量等物理力学性质有关.通过对具体参数指标的分析,确定了不同区域内黄土的土性参数,进而提出了深路堑边坡的稳定性分析及打滑桩设计.
|
| 关 键 词： | 黄土 深路堑 稳定性 |
Loess region deep cutting slope stability analysis and design of piles |
| |
| HU huai-wen , YI Wen. Loess region deep cutting slope stability analysis and design of piles[J]. Hunnan Agricultural Machinery, 2011, 38(9): 222-223 |
| |
| Authors: | HU huai-wen YI Wen |
| |
| Affiliation: | HU huai-wen,YI Wen (Central South Forestry University,Changsha Hunan 410000,China) |
| |
| Abstract: | The shear strength of loess and loess of the dry bulk density, moisture content, clay content and other physical and mechanical properties of the. Through the analysis of indicators of specific parameters to determine the different regions of the loess soil-parameters, and then made a deep cutting slippery slope stability analysis and pile design. |
| |
| Keywords: | loess deep cutting stability |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
