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- Combined with the practice of highway engineering, the paper analyzed the detection etc. of highway bridge& culvert subgrade bearing capacity for reference. 结合公路桥涵地基承载力的检测、测依据以及评定中出现的问题,查阅了相关领域大量文献,通过认真对比、析,并结合公路工程实践,确定了桥涵地基承载力的检测方法及依据,为以后公路桥涵地基承载力检测提供参考。
- design value of subgrade bearing capacity 地基承载力设计值
- characteristic value of subgrade bearing capacity 地基承载力标准值
- Discussion for the Design Value of Natural Subgrade Bearing Capacity 天然地基承载力设计值的探讨
- CALCULATION FOR SUBGRADE BEARING CAPACITY OF THE INDEPENDENT FOUNDATION OF LONG SPAN BULK GRAIN STOREHOUSE 大跨度散装平房仓柱下独立基础地基承载力的计算
- Comparative Study on Subgrade Bearing Capacity Characteristic Value and Pile Point Bearing Capacity Characteristic Value 地基承载力特征值和桩端承载力特征值的比较研究
- subgrade bearing capacity 地基承载力
- 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。
- Subgrade is a carrier of the structure of a road. Its bearing capacity can influence the use of the whole road. So, whether the bearing capacity of the subgrade can be evaluate correctly is very important. 路基是道路结构的载体,其承载能力影响着整个道路结构的使用,因此,对路基承载能力的正确评价十分重要。
- 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。
- 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。
- Characterstic value of subgrade bearing 地基承载力特征值
