- embedded depth of foundation
- embeddeddepthoffoundation
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基础埋深的英文
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- Determination of the foundation embedding depth during rectification of the subs - oil bearing capacity
修正地基承载力时基础埋深的取值 - According to theory of bent structure , the paper applies the moment balance and potential energy theory , and works out the modified modulus 1 and 2 for the depth of burying foundation and toft transmutation , which effect buildings dynamic period
根据排架结构分析理论，应用力矩平衡及势能原理分别推导出地基变形及基础埋深对结构自振周期的修正系数_ 1和_ 2 。 - To estimate of ultimate bearing capacity from the cohesion and unit weight of soil and embedded depth ( overburden ) , the kinematical approach of limit analysis based on the three - dimensional mechanism was used
文中利用极限分析中的机动法，构建了一个临近基坑矩形浅基础的三维机动许可破坏模式，按照地基承载力的传统表达方式，分别给出了单独考虑土的粘聚力、基础埋深（超载）和土的自重影响的承载力系数。 - The essay combines " code for seismic design of buildings " ( gb50011 - 2001 ) , analyzing and discussing bent structure of one - story industry buildings tinder the interaction of the seismic , ground - structure , and works out calculation model for bent structure ' s dynamic period about the depth of burying foundation and toft transmutation ; the model is employed expediently , adapts to actual engineer construction design at present
本文结合我国《建筑抗震设计规范》 ( gb50011 - 2001 ) ，对单层工业厂房排架结构在地震作用下土?结构共同作用问题进行了分析讨论，给出了考虑基础埋深与地基变形影响时排架结构自振周期的计算模型；这?模型应用方便，适合目前实际工程结构设计使用。