本文研究具有软弱下卧层的地基极限承载力问题。
This paper deals with the ultimate bearing capacity of a foundation with soft clay underlying layer.
在地基极限承载力计算中，基底宽度对极限承载力产生重要影响。
In the analysis of the ultimate bearing capacity of foundation, the base width plays a very important role.
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.
根据极限平衡条件，推求了地基整体剪切破坏模式的岩石地基极限承载力。
With the limit equilibrium condition, the ultimate bearing capacity of rock foundation was deduced under general shear failure.
本文论述并举例说明了灰色系统理论预测软土地基极限承载力的方法与步骤。
In this paper, the authors have presented the grey theory prediction methods and main stages of ultimate bearing capacity of soft soil foundation, and taken an example for it.
新定义的倾覆稳定系数不仅与荷载有关，而且与地基极限承载力有确定的关系。
This new safety factor not only has a certain relation to the load, but also has a certain relation to the ultimate bearing capacity of foundation.
该法从地基极限承载力的普朗德尔·瑞斯纳解答的滑裂面出发，建立基本破坏模式。
The basic wreck model is founded according to Prandtl-Reissner solution of ultimate bearing capacity of foundation.
利用双剪强度理论，考虑中间主应力影响的特点，导出太沙基地基极限承载力公式。
The formula of Terzaghi ultimate bearing capacity of foundation based on Mohr-Coulomb strength theory does not take the influence of intermediate principal stress into account.
通过算例讨论了桩型及桩土接触面上的摩擦角对散体材料桩及其复合地基极限承载力的影响。
The influence of the pile shape and the friction angle of the interface on the limit bearing capacity is discussed by an example. It indicates that…
通过算例，讨论了桩型及桩土接触面上的摩擦角对散体材料桩及其复合地基极限承载力的影响。
The influence of the pile type and the friction angle of the contact surface on the limit bearing capacity of the piles and the composite foundation is discussed with an example.
研究结果表明：溶洞顶板厚度在一定范围内，当顶板跨度从B增加到4B时，地基极限承载力降低1/3；
The results show that the ultimate bearing capacity of foundation drops 1/3 when the width of rock plate upper cave increases from B to 4B within the limits of depth.
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.
分析结果表明，所得结果与斜坡地基极限承载力的真实解较为接近，能较好地反映实际的斜坡地基的承载力。
The analytic results show that the upper limit solution is close to the real solution, and it can reflect the ultimate bearing capacity of the real sloping ground.
这是因为考虑了土体间侧向土压力，必然会产生一向基础外缘偏转的力矩，从而一定程度上降低了地基极限承载力。
It would produce the moment deflecting from the outer edge of base and decrease the foundation ultimate bearing capacity because the paper considered the lateral earth pressure.
将一种新的多块体离散模式的上限方法应用于双层地基极限承载力的计算，详细探讨了该多块体离散模式应用时相容速度场的确定方法。
A new multi-block upper-bound method was presented herein to calculate the bearing capacity of two-layer foundation soils and calculation of the kinematical velocity fields was discussed.
根据复合桩基极限承载力计算模式，建立了考虑桩基-承台-地基土三者共同相互作用的可靠度极限状态方程。
According to the evaluation mode of limit bearing capacity of compound piling, a limit state equation of reliability for the interaction of associated piling, piling cap, and groundwork soil is setup.
根据复合桩基极限承载力计算模式，建立了考虑桩基-承台-地基土三者共同相互作用的可靠度极限状态方程。
According to the evaluation mode of limit bearing capacity of compound piling, a limit state equation of reliability for the interaction of associated piling, piling cap, and groundwork soil is setup.
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