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Analysis of the Damage Evolution Characteristics of Liaoxi Frost Sandy Soil on Dynamic Load

机译:辽杉冻土砂土对动态载荷损伤演化特性分析

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To analyze the damage evolution characteristics of Liaoxi frost sand soil on dynamic load , firstly in the foundation of frozen soil damage theory, micro-strength and dynamic modulus are introduced to analyze the damage evolution characteristics of Liaoxi frost sandy soil .Then ,based on the dynamic triaxial test .respectively analyze the influences made to dynamic modulus by confining pressure and initial water content. Some regular patterns are summarized .The greater the confining pressure, the greater the dynamic modulus of frost sand soil is ,and with the increase of dynamic strain the dynamic modulus under different confining pressure trend to be same .The bigger quantity of initial water content ,the greater the dynamic modulus is and the change rate of frost sand soil's dynamic modulus with different initial water content are approximately equal .That initial water content has more significant effects on the dynamic modulus is found by the comparison of the effects caused by confining pressure and initial water content.
机译:为了分析动态载荷上辽昔霜砂土的损伤演化特性,首先在冻土损伤理论的基础上,引入了微强和动态模量,分析了辽昔弗劳斯特砂土的损伤演化特性。那样,基于动态三轴试验。通过限制压力和初始水含量,分析对动态模量的影响。一些常规模式总结了。狭窄压力越大,霜砂土的动态模量越大,随着动态应变的增加而不同的狭窄压力趋势的动态模量相同。初始含水量较大数量,动态模量越大,霜砂土的动态模量与不同初始含水量的变化率大致相等。初始含水量对动态模量具有更大的效果,通过施加压力和压力引起的影响初始含水量。

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