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本文利用弹性理论的方法,对厚壁筒式土样在渗透力作用下的应力分布规律进行了计算。对在轴向力作用下试样渗透劈裂的状态进行了分析。提出了土体抵抗渗透劈裂强度的近似计算公式。
In this paper, the elasticity theory method is used to calculate the stress distribution law of thick-wall cylindrical soil samples under the action of infiltration force. The state of penetration cracking of the specimen under axial force was analyzed. An approximate formula for the resistance to seepage cracking strength of soil was proposed.