超固结比对条形地基临界荷载的影响较小。
The influence of over-consolidation ratio on the critical bearing capacity for strip foundation is less significant.
研究三向应力状态下条形地基极限承载力问题具有重要的理论和实际意义。
It is of important significance to study the ultimate bearing capacity of foundation in three-dimensional stress.
建筑建于周围的条形地基上，具有等距的通风口，以确保建筑有足够的空气对流。
The building rests on a surrounding strip foundation, which has equally spaced vents to ensure that there is sufficient cross-ventilation beneath the building.
根据算例表明当考虑三向应力状态时条形地基的极限承载力将提高，这对实际工程具有重要理论和现实意义。
According to the numerical results, the ultimate bearing capacity of foundation with consideration of three-dimensional stress is improved, which is of important significance for engineering.
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。
The composite foundation with rigid-flexible piles under strip foundation is analyzed by FEM on the basis of field tests.
根据砌体结构地基反力均匀分布的特点及竖向静力平衡原理，提出一种简便易行的调整条形基础宽度的实用方法。
According to the uniform distribution of ground reaction and the principle of vertical static balance in masonry structure, we can sum up a convenient pragmatic method to adjust strip-base breadth.
动应力的空间分布与地基表面作用静力荷载(如条形荷载)产生的应力分布相似，但随列车运动而呈动态变化。
The distribution of dynamic stresses is similar to that of stresses induced by static load (such as strip load) on the ground surface, but changes with train motion.
墙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。
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.
介绍了如何用地基系数法计算条形基础；列举了具体实例。
It is presented that how to calculate the strip footing with coefficient of ground and the specific examples are listed.
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。
Then, the rocking vibration analysis of elastic strip foundation resting on saturated grounds is investigated.
本文提出了网格形弹性地基梁的条形离散解法。
This paper proposes that the grillage beams on elastic foundation can be analysed by the discrete strip method.
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。
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.
结果表明，推导的条形基础上限解能够很好地求解复合加载模式下地基的极限承载力。
The results indicate that the upper-bound solution of strip footing due to combined loading is accurate to calculate the bearing capacity of foundation perfectly.
给出了双层地基在圆形均布荷载、条形均布荷载和矩形均布荷载作用下，中心轴线上和角点下分层界面处的应力系数。
For two-layered ground loaded by uniformly vertical circular, rectangular and strip pressure the coefficients of vertical stress at the interface are tatulated.
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。
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。
The rocking vibration analysis of rigid strip foundation resting on saturated soils is studied under conditions of plane strain.
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