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- extreme limit of bearing capacity 极限承载力
- Test of Limit of Bearing Capacity of Prestressed Concrete Simple T-shape Beam Bridge, 夏叶飞,预应力混凝土简支T梁桥的承载能力实桥试验分析研究
- limit of bearing capacity 承载能力极限
- The current formula of bearing capacity of compound foundation is revised. 并对目前复合地基承载力的计算公式进行了修正。
- ultimate limit state of bearing capacity 承载能力极限状态
- The interaction equation of bearing capacity of CCFT bending-torsion members was summarized for the engineering application. 根据试验与理论计算结果，提出了离心钢管混凝土弯扭构件的承载力相关方程，可为工程设计提供理论依据。
- DX pile is a new cast-in-place pile which can improve the vertical ultimate bearing capacity of single pile by developing the capacity of bearing enlarging disk in the pile. 摘要DX桩是通过发挥桩身中承力扩大盘的承载力，以达到提高单桩竖向承载力的一种新型钻孔灌注桩。
- The proposal set a time limit of one year. 提案规定了一年的限期。
- Then, the mechanism, the calculation of bearing capacity, the settlement prediction and the parameter choose of gravel and CFG pile were discussed in detail. 主要论述了碎石桩和CFG桩的作用机理、复合地基承载力计算、变形预测和参数设计。
- A withdrawal limit of $200; no minimum age limit. 提款数量最多不超过200美元; 没有最低年龄限制。
- She has reached the limit of her patience. 她已到了忍无可忍的地步。
- The process, time, or condition of bearing fruit. 结果实结果的过程、时间或条件
- That fence is the limit of the schoolyard. 那堵围墙是校园的界限。
- Main characteristics of bearing capacity of cast-in-place pile under vertical load have been expounded by introduction to engineering course and analysis of experiment result. and application of test pile in concrete design has been probed. 摘要通过对工程试桩过程介绍及对结果的分析，总结了竖向荷载作用下嵌岩灌注桩承载力的主要特点，并对试桩在具体设计中的应用进行了探讨。
- Abstract: The technique for the high stress dynamic testing of bearing capacity on bored piles was introduced.The research and production of instruments and their testing technologies were also discussed in this paper. 文摘:介绍利用高应变法检测钻孔灌注桩承载力技术，并对仪器设备的研制及其试验技术的研究作了详细说明。
- Abstract: Through contrasting of the results of different geotecnical investigation methods in several engineering project the effective methods to determine ground standard value of bearing capacity by standard penetration is presented. 文摘:通过对实际工程不同勘探方法对比研究，提出了用标贯试验锤击数确定粘性土地基承载力标准值的有效方法。
- He is the limit of irresponsibility. 他的不负责任到了不能容忍的程度
- The status and sensitivity of bearing capacity makeup parameters being analyzed, it concludes that corresponding design schemes and their values should be adopted carefully according to different engineering conditions. 通过对各承载力组成因素的地位和影响敏感度的分析,得出应该根据不同工程地质特点采取相应的承载力设计方案,并且慎重取值,但同时也要注意自然条件可能的不利影响。
- When natural soil,higher bearing capacity and soft substratum in influence depth,cannot satisfy the request of bearing capacity and deformation,CFG piles are adopted to strengthen soft substratum. 天然地基土承载力较高,但基础影响深度范围内存在软弱下卧层,不能满足设计要求的承载力和变形时,采用CFG桩法对软弱下卧层进行加固处理。
- With certain projects information as example,this paper discusses the method of getting the value of bearing capacity, thinks it reasonable to get limited value of relative de formation S/b. 结合工程实测资料，讨论了用该法确定水泥土极复合地基承载力的取值问题，提出用相对变形S认的取值是合理的。
