With the engineering background, the formation of multi-coil pipes frozen wall and frost heave force were numerically simulated.
以工程为背景,数值模拟冻结法凿井中,多圈管冻结壁和冻胀力的形成过程。
参考来源 - 人工冻结土体侧向冻胀特性研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The normal frost heave force is an integral of soil frost heave stress at the freezing front along the range effected by a foundation.
法向冻胀力则是在冻结锋面上冻胀应力沿基础影响范围之内的积分。
The normal frost heave force is an integral of soil frost heave stress at the freezing front along the range effected by a foundation.
认为地表冻胀量是冻胀率沿整个冻深的叠加 ； 法向冻胀力则是在冻结锋面上冻胀应力沿基础影响范围之内的积分 。
The magnitude of frost heave force is figured out by means of the half formula and half experience, namely the Equivalent Elasticity Coefficient Method.
采用半公式半经验的方法，即“等效弹性当量系数法”计算出冻胀力的量值。
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