In a given suction range, the influence of the suction on the effective cohesion is more evident than the friction Angle.
在实验吸力的范围内，有效内聚力受吸力的影响比有效内摩擦角更明显。
The effects of soil friction Angle and coefficient of consolidation on pile ultimate bearing capacity were both analysed.
固结系数决定着桩的极限承载力在初期的发挥，但并不影响桩的最终极限承载力。
Moreover, the friction angle' s change rule and the reasons of different granules were analyzed and pointed out under the same water ratio.
在此基础上进一步分析了不同粉砂粒含量的土在相同含水率时的摩擦角变化规律及其原因。
应用推荐