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- evaluation of bearing capacity of subgrade soil 基床土承载力评估
- Analysis of Load Test and Evaluation of Bearing Capacity after Reinforcement of Double-curve Arched Bridge 双曲拱桥加固后荷载试验分析与承载力评定
- evaluation of bearing capacity 承载力评价
- 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。
- The bearing capacity of land resources is the important indicator of area population and evaluation of resource and environmental sustainable development. 摘要土地资源承载力是区域人口、资源与环境可持续发展评价的重要指标。
- 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。
- 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。
- The process, time, or condition of bearing fruit. 结果实结果的过程、时间或条件
- The article discusses some influencing factors upon evaluation of zonal carbonization of bearing steel, shows influencing extent attribute to grinding depth, time of etching, spheroidize annealing. 研究了轴承钢带状碳化物评级过程中的影响因素,找出了磨制深度、腐蚀时间、球化退火对其带状碳化物的影响程度,从而来指导实际的评级检验工作,以确保轴承钢的质量。
- 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。
- Bearing capacity research of high and low ACSR. 高(浅)拱形波纹钢屋盖承载力的研究。
- 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。
- The quality control and evaluation of suppliers. 对供应商的质量控制与供应商的质量考核、评价。
- 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。
- Follow-up and evaluation of training impact. 对培训影响的跟踪调查和评估气体技师。
- Thirdly,on the basis of synthesis analysis,it is the model and methods of bearing capacity and settlement that have been proposed,and it is convenient that it been put into practice. 再者,本文在综合分析的基础上,提出了长短桩复合地基的承载力和沉降计算模式和实用的计算方法,以便于直接应用于工程实践。