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bearing capacity assessment 承载力评估
Bearing capacity research of high and low ACSR. 高(浅)拱形波纹钢屋盖承载力的研究。
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。
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。
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。
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 .
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
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。
This paper introduced a new method for determining the bearing capacity of foundation soil using the flat dilatometer test (DMT). 摘要简单介绍扁铲侧胀试验，首次提出用扁铲侧胀试验计算地基承载力的方法。
The study of soil moisture bearing capacity of stand on slope of west of Shanxi province. 晋西黄土区坡面林地土壤水分承载力研究。
It is a notable case when the vicinal slopes or excavations are likely to reduce significantly the bearing capacity of foundation. 摘要临近基坑或边坡的既有建筑物地基承载力减损情况是一个值得关注的问题。
The bearing capacity of a soil means the maximum load per unit area (usually in terms of KN/M2) which the ground will safely support. 土体的承载力即是单位面积上地基所能安全承受的最大荷载(通常以KN/M2为单位)。
The ratios of frictional resistance increment in the ultimate bearing capacity increment were 56%~88%. 侧阻力增量对桩极限承载力的贡献为56%25~88%25。
SGM is fit for the prediction of ultimate bearing capacity of progressive failure piles. SGM模型适用丁“渐变型”桩的极限承载力的预测。