土拱,soil arching
1)soil arching土拱
1.On pile parameter value ofsoil arching effect考虑土拱效应的桩参数取值分析
2.The analysis results show that thesoil arching will be formed if the distance between piles is suitable.计算结果表明,当桩距适宜的时候,桩后土体将产生土拱效应。
英文短句/例句
1.Control of the Shape of Concrete Fill Steel Tube Arch Bridge s Rib While it is Installation;钢管混凝土拱桥拱肋吊装中的拱轴线形控制
2.Design Optimization on Axial Cord of Concrete Filled Steel Tube Arch Bridge;钢管混凝土拱桥拱肋线形的设计优化
3.Analysis of Mechanical Characteristics of Concrete Filled Steel Tubular Arch Bridge with Inverse Bending Arch反拱式钢管混凝土拱桥受力特性分析
4.Main arch construction control of the half-through steel pipe concrete arch bridge中承式钢管混凝土拱桥主拱施工控制
5.Stability Research of Concrete-filled-steel Tube Arch Bridge on Filling Concrete for Arch Rib钢管混凝土拱桥拱肋混凝土灌注施工稳定研究
6.Studies on Soil Arching Effect and Earth Pressure for Retaining Structure;挡土结构土拱效应及土压力理论研究
7.The Construction Technology of CFST Rib of Frame Tied Arch Bridges;刚架系杆拱桥钢管混凝土拱肋施工技术
8.Research on the Disposal Schemes of Arch Ribs in the Uban Wide CFST Arch Bridges;钢管混凝土拱城市宽桥拱肋布置方案研究
9.Analysis on the Main Arch and End Beam of CFST Arch Bridge with Flexible Tied Bar;“飞燕式”钢管混凝土拱桥主拱与端横梁受力分析
10.Construction Monitoring of CFST Arch Bridges and Calculation during Erecting Steel Tubular Arch Rib;钢管混凝土拱桥施工监控与拱肋吊装计算
11.Alveolate CFST Arch Bridge Ultimate Load Analysis;拱肋脱空钢管混凝土拱桥极限承载力分析
12.Study on Arch Structure Optimization of Long-span CFST Arch Bridge大跨度多肢钢管混凝土拱桥主拱构造优化研究
13.Simulation Analysis of Rib Disassembly of RC Multi-span Arch Bridge多跨钢筋混凝土拱桥拱肋拆除过程仿真分析
14.Construction Technique of Arch Rib in Pushan Long Span Concrete-infilled Steel Tube Arch Bridge大跨度钢管混凝土拱桥拱肋施工技术研究
15.Arch column and joint construction quality control of large span concrete arch bridge大跨径混凝土拱桥拱上立柱接头施工质量控制
16.The Design and Construction of Buckle Point of Long Spam Concrete Arch Brige大跨径混凝土拱桥拱箱扣点设计及施工
17.Study of Local Stress in Arch Seat of Long Span Concrete-Filled Steel Tube Arch Bridge大跨度钢管混凝土拱桥拱座局部应力研究
18.Cause Analysis of Arch Ring of 120m Concrete Box Arch Bridge120m混凝土箱型拱桥拱圈裂缝成因分析
相关短句/例句
soil arch土拱
1.Retaining structures combined pile-anchor with soil nails considering verticalsoil arch;考虑竖向土拱的桩锚与土钉的联合支护
2.Based on the forming mechanism of earth arches in retaining piles supporting cohesionless earth engineering,it is referenced that thesoil arches area is under equivalent normal forece.在无粘性土的排桩支护中,从桩间土拱形成机理出发,认为土拱区土体受到等值的法向力作用,在桩间土体自由区和土拱区土体达到极限强度的条件下,得出桩间土拱的拱形参数,拱高和土拱的厚度,同时在考虑土拱区土体强度增加的情况下,结合桩土接触面处的土体强度约束条件和几何条件,在确定的桩距和桩径条件下,分析桩侧的土压力,通过求出不同桩径桩距条件下的土压力,从中找出一个最小土压力的桩参数,这个桩参数就是设计的值,其土压力计算结果位于朗肯主动土压力和静止土压力之间,与实际值基本一致。
3.Some aspects have to be taken into consideration,such as the anchor role,and the function of pile-cap,especiallysoil arching effect.加宽高速公路的坡桩设置具有路基部分后处理的原理,部分桩身处在较好的路基填土层内,其锚固作用如何考虑,桩帽的设置会带来桩的工作性状的变化,特别是土拱作用,使得坡桩的承载力和变形计算不能按一般条件下的桩来考虑。
3)earth-arched system土拱体系
1.Primitive earth-sheltered dwellings have not beam supports,and completely use a digging rawearth-arched system as self-support system.通过有限元模拟计算分析结果和民间营造现状的对比,探讨了民间营造的土拱结构体系所蕴涵的结构和力学原理,从而揭示传统生土窑居土拱体系合理性、可靠性和科学性,有助于生土窑洞的保护和传承。
4)soil arching土拱效应
1.Study ofsoil arching in piled embankment with FEM;桩承式路堤土拱效应有限元研究
2.Field tests onsoil arching of highway embankments reinforced with rigid piles and their comparison with current analytical methods;刚性桩加固高速公路软基土拱效应现场试验研究及其与解析解的比较
3.Experimental investigation onsoil arching in piled reinforced embankments;桩承式加筋路堤土拱效应试验研究
5)soil arching effect土拱效应
1.Solution of problem of earth pressure on retaining wall calculated by method ofsoil arching effect;土拱效应原理求解挡土墙土压力方法的改进
2.Numerical analysis ofsoil arching effects in displaced passive piles considering lateral soil movements;考虑桩土侧移的被动桩中土拱效应数值分析
3.Analysis ofsoil arching effect between adjacent piles and their spacing in cohesive soils;黏性土桩间土拱效应计算与桩间距分析
6)soil arch effect土拱效应
1.Study on soil pressure calculation based on the model of horizontal layer element andsoil arch effect;基于水平层单元体及土拱效应模型土压力计算研究
2.Based on the analysis of thesoil arch effect between adjacent anti-sliding piles in some slope projects,it is proposed that the relation between the piles spacing and the cohesive force c as well as the internal friction angle of the soil behind piles can be found,and the suitable spacing can.土拱效应是安全经济地发挥抗滑桩等非连续支挡结构的支护功能的重要前提,桩间距与成拱作用密切相关。
延伸阅读
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