片语

strip rigid foundation条形刚性基础

strip foundation under column柱下条形基础

strip foundation trench checking基槽检验

strip concrete foundation条形混凝土基础

strip p foundation条形基础

strip beam foundation承台梁

vibration of strip foundation条形基础振动

strip elastic foundation条形弹性基础

英汉例句

• by comparing with the theoretical solution for strip foundation and the in-situ loading test results, the rationality of the new method is proved.

  通过与条形基础沉降的理论解和原位压板试验结果对比，证实了新方法在获得合理位移场方面的合理性。

• many earth structures such as earth or rock fill dam, retaining wall, embankment and strip foundation can be considered as plane-strain condition.

  大多数土工结构物变形与稳定性分析均可视为平面应变问题进行研究，如工程中常见的土石填筑坝、挡土墻、堤防、条形基础等。

• the composite foundation with rigid-flexible piles under strip foundation is analyzed by fem on the basis of field tests.

  在现场试验基础上对条形基础下刚-柔性桩复合地基进行有限元模拟分析。

• and the parameter indicated the flexibility of foundation is also adopted for flexible strip foundation on elastic soils with saturated substratum.

  而对于上覆单相弹性饱和地基上弹性基础的竖向振动，则分析了弹性基础的弹性特性参数对竖向振动的影响。

• for rigid strip foundation on elastic soils with saturated substratum, the parameter of superimposed elastic soil thickness is studied;

  对于下卧饱和半空间弹性土层上条形刚性基础，分析了单相弹性层厚度对动力柔度系数的影响；

• the rocking vibration analysis of rigid strip foundation resting on saturated soils is studied under conditions of plane strain.

  本文在平面应变条件下研究了饱和地基上条形刚性基础的摇摆振动问题。

• then, the rocking vibration analysis of elastic strip foundation resting on saturated grounds is investigated.

  接下来本文进一步研究了饱和地基上条形弹性基础的摇摆振动问题。

• in this paper, an optimization design method of strip foundation width for masonry structure is presented ;

  提出了砌体结构条形基础宽度的优化设计方法；

• taking the optimized structural design in a complex building as an example, the article introduces the essentials in the cross strip foundation mass concrete construction.

  文章以某综合楼的结构优化设计为例，主要介绍了柱下交叉条形基础大体积混凝土的施工要点。

• the problem in the calculation of the vertical load on the upper surface of strip foundation of the load-bearing and non-load-bearing wall in the composite structure is pointed out.

  指出了混合结构中承重墻与非承重墻基础顶面竖向荷载计算中存在的问题，分析了影响纵横墻协同工作状态的主要因素。

• the influence of over-consolidation ratio on the critical bearing capacity for strip foundation is less significant.

  超固结比对条形地基临界荷载的影响较小。

• prandtl-vesic of ultimate bearing capacity of strip foundation belongs to the plane strain problems, which adopt step superposition method to obtain the formula of ultimate bearing capacity.

  勃郎特-维西克研究的条形基础极限承载力属于平面应变问题，采用分步叠加法，求得地基极限承载力公式。

• joint utilization of strip foundation under wall with static press pile is a kind of design and construction plan which can reduce man-hours and building costs.

  墻下条形基础与静压桩基结合使用，对于弱地基上的多层混合结构建筑是一种既能缩短工期，又能降低造价的设计、施工方案。

• only when the void is located within this region, the bearing capacity and settlement of strip foundation vary considerably with the void location.

  只有当空洞存在于这个影响极限范围之内时，空洞的存在才会显着地影响基础的承载力和沉降。