| 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. | 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 |
| 4. | 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。 |
| 5. | This dissertation got the shear strength of sliding surface of slope by back analysis based on limit equilibrium method . the practical results show that this technique has good effect
采用极限平衡法对边坡滑动面的抗剪强度参数进行了反分析，具体工程实践表明该方法能取得良好的效果。 |
| 6. | 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。 |
| 7. | By means of a mass of shear strength test of rough cement face of concrete - bedrock , influences of cement face roughness of two mediums on shear strength parameter , shear deformation characteristics , shear failure mechanics are systemically studied . empirical relationship between fractal dimension of cement face roughness and shear strength parameters is established
通过大量的混凝土?基岩粗糙胶结面抗剪强度试验，系统研究了两相介质胶结面粗糙度对其抗剪强度参数值大小、剪切变形特征、以及剪切破坏机理的影响，建立了胶结面粗糙度分维数与抗剪强度参数之间的经验关系式。 |
| 8. | It is necessary to carry out the comparison study between the estimate - method results and direct shear test results in order to improve the reliability applying the estimate - method to engineering practice . in this paper , the nature rock joint samples have been selected differently in lithology and dimension based on the extensive investigation . the parameters of shear strength have been acquired based on a series of direct wet and dry shear tests using multistage direct shear test
本文在对野外结构面的地质调查的基础上，选取了不同岩性、不同尺寸的自然结构面试样，采用单试件法进行了一系列干燥状态和饱和状态的直剪试验，得到结构面抗剪强度参数；同时，运用jrc - jcs模型对各块试样进行结构面抗剪强度的经验估算，求取了结构面抗剪强度参数。 |
| 9. | In order to discuss the similarities and differences of the interaction in different terms , adopt single factor alteration method to analyze it more in the paper . discuss the influence each factor alteration makes the horizontal displacement and stress of stabilizing pile from three aspects , earth parameter of sliding plane ( c 、 ) , anchor cable parameter ( pres - tress 、 stiffness ) , pile parameter ( burying deep 、 space between ) , ascertaining the main factors that influence stabilizing pile with anchor cable
论文中主要从滑裂面土体的抗剪强度参数（ c 、值） 、锚索的参数（锚索预应力大小和锚索的刚度）和桩参数（桩的埋深和桩间距）三个方面来讨论每个因素变动对桩身水平位移和两侧结点应力的影响，从而确定影响锚索抗滑桩的主要因素。 |
