| 1. | Angle of repose of cohesionless soils test
室内土工试验无粘性土天然坡角试验 |
| 2. | Study and optimization of working slope angle of open - pit mine
关于露天矿工作帮坡角的研究与优化 |
| 3. | Stability analysis of the rocky slope and the study on the slope angle enhancement
边坡稳定性分析与坡角加陡的综合研究 |
| 4. | This dissertation also analyzed the problem of casually cutting grading angle , which fluently happens in construction of slope engineering
通过对施工中经常遇到的坡角临时切割问题进行分析，结果表明。 |
| 5. | Three pls equations have been set up , for which the dependent variable was slope angle and the independent variables were types of rock and soil , mechanics characters and physiognomy
建立了坡角与岩体类型、力学性质、地形地貌之间的3个偏最小二乘回归方程。 |
| 6. | The result indicates that the seepage field , slope angel , and the boundary condition is influence the stress field . and several conclusions are gained from this analysis
分析结果反映渗流场、坡角、边界条件均对围岩应力场产生影响，并从中得到一些相关结论。 |
| 7. | The engineering applying results indicate this formula is feasible . however , the finite number of samples influences its precision . therefore , it is necessary to improve this formula
工程计算结果表明，该公式用来计算岸坡稳定坡角是可行的，但由于样本容量有限，影响了其计算精度，因此有待通过增大统计数据量来进行完善。 |
| 8. | The collapsing scope of bank accumulation body of zipingpu reservoir in national highway 213 which caused by the sharply falling of water level of zipingpu reservoir is estimated according to the fem plastic zone graph
根据有限元法得出的塑性区图，对紫坪铺水库蓄水后水位骤降可能引起213国道紫坪铺库区库岸堆积体的坡角坍塌范围进行了估计。 |
| 9. | Hsmr system for highway rock slope was presented here . 3 ) . a quantitative relation between befitting gradient and hsmr was established by statistic means , and a corresponding gradient to different stability level was suggested
提出“合理开挖坡角”的概念，经统计分析后建立了合理开挖坡角与hsmr的量化关系，并对不同稳定级别的边坡作出相应开挖坡角的建议。 |
| 10. | ( 4 ) for hunshuihe river bridge , the stable angel of yichang and wanzhou bank slopes should be 62 ? and 50 ? respectively ; and the depth of piers on yichang and wanzhou banks should both be 21 . 5m and the piers should both be at least 20m away from the slope edge
( 4 )混水河大桥宜昌端、万州端稳定坡角分别为62 、 50 ，桥基埋深均为21 . 5m ，距岸坡边缘均为20m 。 |
