| 1. | Technical code for buildings in swelling soil zone
膨胀土地区建筑技术规范 |
| 2. | Construction of highway embankment going through swelling soil
穿越膨胀土地区的公路路基的施工 |
| 3. | The drainage and protective design of the highway slope in swelling soil area
膨胀土地区边坡的排水和防护设计 |
| 4. | Talking about the construction techniques for modifying the swelling soil roadbed with the limestone
浅谈石灰改良膨胀土路基的施工工艺 |
| 5. | Based on the generalized consolidation theory of unsaturated soils , coupled analysis of deformation of soil skeleton and movement of pore water and pore air in stiff fissured clay and swelling soil were performed for a selected slope
在非饱和土广义固结理论的基础上，对某一边坡进行了变形与孔隙水、孔隙气流动的耦合分析。 |
| 6. | On the basis of the test result of a section of jing - xiang freeway ' s swelling soil examination , the paper analyses the mechanical mechanism of swelling soil side slope ' s collapse and establishes the geometry shape of swelling soil subgrade ' s collapse . on the other hand , the paper applies this result to analyses and calculates the stability of swelling soil ' s subgrade
本文以襄荆高速公路膨胀土试验路段的试验结果为基础，分析了膨胀土路段边坡滑塌的力学机理，建立并验证了膨胀土路基边坡滑塌的几何形态，将其应用于膨胀土路基边坡的稳定性分析计算中。 |
| 7. | Thirdly , the paper point out that the key reasons of swelling soil subgrade ' s collapse are swelling soil ' s expand - shrink property , cranny property , strength decrease property and weak frame surface property . as the result of this , the paper provides theoretical foundation for evaluating the stability of swelling soil subgrade ' s side slope
指出膨胀土的胀缩性、裂隙性、强度衰减性、软弱结构面是导致膨胀土路基边坡滑塌的根本原因，从而为准确评价膨胀土路基边坡的稳定性提供理论依据。 |
