您要查找的是不是：
- Through in-situ tests on multi-pile composite subgrade, the authors analyzed stress-ratio, bearing ratio and bearing capacity factors of piles and soil in multi-pile composite subgrade, and made some suggestions to project designer. 摘要通过一个具体工程的试验研究，分析了多桩型复合地基桩土应力比、荷载分担比、桩与土承载力发挥等桩土承载性状，并据此提出了若干建议性的结论，供工程设计参考。
- The bearing capacity is related to many factors such as width and space of CFS. 承载力的提高与碳纤维布条的幅宽、净间距等因素有关，试验测得在不同的条件下，承载力的提高幅度为19%25~37%25。
- bearing capacity factors 承载力系数
- Bearing capacity research of high and low ACSR. 高(浅)拱形波纹钢屋盖承载力的研究。
- bearing capacity factor method 承载能力系数法
- bearing capacity factor 承载系数
- The amounts of cement slurry is the key factor affecting bearing capacity of the piles. 压浆量是影响后压浆质量和提高单桩承载力的关键因素之一。
- The speed index is the development index of the bearing capacity. 速度指标为承载力发展指数。
- Study on environmental bearing capacity and its quantification. 环境承载力的本质及其定量化初步研究。
- Bearing capacity research of ACSR with unequal altitude support. 支座不等高拱形波纹钢屋盖承载力的研究。
- Conic roller bearing is used for desirable bearing capacity. 园锥滚柱轴承，承载力大。
- Based on the principle component analysis method,the driving factors about bearing capacity of water resources in Ganzhou Linze and Gaotai were analyzed. 本文应用主成分分析方法,分析了张掖市黑河干流沿岸甘州区、临泽县、高台县三地的水资源承载力的驱动因素。
- Lining cracks will affect the bearing capacity and the safety of tunnels. 隧道衬砌开裂将影响隧道的承载能力和使用安全。
- In this work, the concept of Hest Capacity Factor (HCF) was put forward and used to analyze the materials' properties. 并提出热容因子(HCF)的概念和方法，应用热容因子法，集中对比了硬脂酸的原料含量为23.;08%25时，不同工艺对材料的储热性能的影响。
- 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 ultimate uplift bearing capacity,failure mechanism of piles were studied. 研究了极限上拔承载力和抗拔桩的破坏机理。
- The formula for evaluating the horizonta l limit bearing capacity is suggested. 建议了计算单桶基础水平极限承载力的关系式。
- Therefore, the calculating method for the bearing capac ity and the deformation of underpinning structure were derived. 并建立了新旧混凝土交接面承载力的计算公式 ;进而提出了桩梁式托换结构承载力和变形的计算方法 .
- For vented case with k > 0.5kPa/m, the pullout capacity factors are lower than that for attached base. But when k = 0.5kPa/m, the pullout capacity factors for vented base are the same as that for attached base. 当强度梯度k>0.;5kPa/m时;可以分开情况下承载力系数从开始上拔时就低于始终粘结情况;但是当k=0
- The paper also puts forward some suggestions for defining bearing capac ity by engineering piles. 同时 ,提出了利用工程桩作压载试验确定桩承载力的有关建议
