Using actual testing data, this paper discusses the effect of the residual cohesion upon the horizontal pushing shear testing result and present method of correction.
本文利用实测资料，探讨了残余内聚力对水平推剪试验结果的影响，并提出了修正方法。
Extreme type I isn′t equal to be probability distribution of cohesion and internal friction angle of clinosol and residual cohesive soil surrounding rock.
极值I型分布不适宜作为坡残积黏土质围岩黏聚力、内摩擦角的概率分布；
The friction factor obtained from the regression analyses of the peak strength, residual strength and confining pressure are roughly equal and the cohesion is reduced by 54.4%.
峰值强度、残余强度与围压回归得到的摩擦系数大致相当，黏聚力则减低54.4%。
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