| 1. | Reliablity analysis of shear strength parameters for engineering rock mass
工程岩体抗剪强度参数的可靠度分析 |
| 2. | Shear strength parameter
抗剪强度参数 |
| 3. | In the indirect method , the shear strength parameters are incrementally reduced until failure occurs
在间接法里，材料强度参数逐步减小直到破坏产生。 |
| 4. | Experiment study on the relationship between water content and shear strength parameters of unsaturated soil in hebei province
河北省非饱和土含水量与抗剪强度参数关系的试验研究 |
| 5. | Results of the shear strength parameters indicate that there is no significant difference in strength between the different samples of sand - bentonite mixtures
剪切强度有关参数表明各个混合物试样在强度上没有太明显的差别，然而混合物的强度要低于砂。 |
| 6. | Studying deeply on shear strength characteristics of rough cement face has an important meaning for precise determination of shear strength parameter and analysis on failure mechanics
深入研究粗糙胶结面抗剪强度特性对准确确定其抗剪强度参数值及分析其破坏机理具有重要意义。 |
| 7. | Because of the nonlinearity and complexity of mohr - coulomb strength criterion in the reliability analysis for shear strength parameters , modified reliability theory for shear strength parameters is proposed
摘要在抗剪强度参数可靠度分析中，针对摩尔库仑强度准则方程表现出的非线性，给出了修正的可靠度分析方法。 |
| 8. | The several ways are almost equal to each other when earth pressures are calculated by the shear strength parameters of uu and in this condition the influences from water - soil calculating separately and together are negligible
结果表明：当采用不固结不排水强度指标计算土压力时，几种算法的结果基本相同，可以不用考虑水土分算和水土合算的影响。 |
| 9. | Several ways of stability appraisal exist : ( a ) reduce shear strength method ; its reduces shear strength parameters ( c and ) of the materials ( b ) overload method , it increases all loads gradually from minimum to maximum level as times progresses until failure occurs
稳定分析时采用： ( a )强度储备法，即等倍数地降低材料的强度参数( c和) ； ( b )超载法，即等倍数地将荷载由小到大逐步增加，直到破坏产生。 |
| 10. | When earth pressures are calculated by the shear strength parameters of cu , the way water - soil calculating separately is best , which should involve the influences of excess pore water pressure through the total stress unloading strength parameters of cu
当采用固结不排水抗剪强度指标计算土压力时，最好采用水土分算的计算方法，计算时可以通过三轴固结不排水总应力强度指标将超静孔隙水压力的影响考虑在其中，但此时最好采用卸载强度指标。 |
