| 1. | Effective angle of internal friction
有效内摩擦角 |
| 2. | Residual angle of internal friction
残余内摩擦角 |
| 3. | True angle internal friction
真内摩擦角 |
| 4. | Feasibility analyses of small - scale triaxial test in measuring internal friction angle
小三轴压缩试验确定内摩擦角的可行性 |
| 5. | Vetiver grass is found to increase adhesion and internal friction angle , enhance shear strength and improve soil stability
通过试验分析发现，香根草护坡可以提高土的黏聚力和内摩擦角，从而提高土的抗剪强度，进而增加土壤稳定性。 |
| 6. | The results show that the internal friction angle of rock has importance affect on the displacement of surrounding rock for deep roadway when in - situ stress and support resistance all are certain
分析结果表明，在地应力和支护阻力一定时，岩石的内摩擦角对深埋巷道围岩位移的影响最为明显。 |
| 7. | The mechanism of msw ' s shear strength is stated in this thesis . the underlying cause for the phenomenon that the cohesion of msw increases with depth while angle of shear resistance does n ' t is detailed explained in this paper
本文阐述了填埋体的抗剪强度机理，解释了填埋材料凝聚力随深度增加而内摩擦角基本不变这一现象的物理根源。 |
| 8. | The long term strength prediction method is put forward under the assumption that cohesion c varies in the same way as friction angle , and shearing stress varies in the same way as normal stress
依据双曲线应力应变关系，假设堆石结构强度c与内摩擦角的变化规律相同，剪应力与法向应力的变化规律相同，得出堆石长期强度的求解方法与过程。 |
| 9. | The results show that the cohesion of unsaturated soil changes greatly , and the friction angle changes a little with soil moisture content it is also shown that the deeper of soil layer , the smaller of the extent of shearing strength improved
结果表明，植被具有提高非饱和土抗剪强度的作用，黏聚力增加较大，内摩擦角增加相对较小；土层越深，土壤抗剪强度提高的程度越小。 |
| 10. | ( 5 ) for slope safety problem , the paper analyzed the sensitivity of parameter . the result shows that e , v , , k0 have little affecting on slope safety , friction angle and cohness c are main factors . providing a theoretics gist for reinforcing bank
结果表明，弹性模量e 、泊松比、剪胀角和侧压力系数_ 0对边坡的安全系数影响不大，影响边坡安全系数的土体参数主要为内摩擦角和内粘聚力c ，为边坡稳定的治理提供了理论依据。 |
