Taking the maximum tensile strain of the liner system as the control parameter, the design method of the liner system resisting the local subsidence was given for the engineering application.
建立了其受力变形分析模型，并以衬垫系统的最大拉应变作为控制标准，建立了工程上衬垫系统的抗沉陷设计方法。
Taking the maximum tensile strain of the liner system as the control parameter, the design method of the liner system resisting the local subsidence was given for the engineering application.
建立了其受力变形分析模型，并以衬垫系统的最大拉应变作为控制标准，建立了工程上衬垫系统的抗沉陷设计方法。
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