1) three-dimensional soil-arch analysis
三维土拱效应分析
3) soil arching
土拱效应
1.
Study of soil arching in piled embankment with FEM;
桩承式路堤土拱效应有限元研究
2.
Field tests on soil 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 on soil arching in piled reinforced embankments;
桩承式加筋路堤土拱效应试验研究
4) soil arching effect
土拱效应
1.
Solution of problem of earth pressure on retaining wall calculated by method of soil arching effect;
土拱效应原理求解挡土墙土压力方法的改进
2.
Numerical analysis of soil 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 of soil 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
5) soil arch effect
土拱效应
1.
Study on soil pressure calculation based on the model of horizontal layer element and soil 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 the soil 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。
6) soil-arching effect
土拱效应
1.
Taking into account the soil-arching effect and large deformation of liners,a model of force and deformation analysis was presented for the geosynthetic liner system subjected to local subsidence.
考虑上覆土体的土拱效应及衬垫的大变形,将下卧土体局部沉陷条件下的复合衬垫系统分为滑动区和沉陷区。
2.
The traditional Trapdoor loose earth pressure taking into account the soil-arching effect is independent of the Trapdoor deflection,which can not fully satisfy the requirements of the present engineering design.
传统考虑土拱效应的Trapdoor松动土压力与位移无关,已逐渐不能满足工程设计需要。
3.
Taking into account the soil-arching effect of overlaying soil and the large deformation of the horizontal reinforcement,the analysis model was presented for the force and deformation of horizontal reinforcement subjected to the trench void by dividing the horizontal reinforcement into the sliding area and the void areas.
考虑上覆土体的土拱效应及水平加筋体的大变形,将下卧土体沟渠型空洞条件下的水平加筋体分为滑动区和空洞区,并建立了其受力变形分析模型。
补充资料：拱坝应力分析
拱坝应力分析
stress analysis of arch dam
gongba yingli fenxi拱坝应力分析(stress analysis of arehdam)研究拱坝坝体和地基在各种荷载作用下的应力和变形的方法。在拱坝设计中，拱坝体形和厚度的选择，混凝土标号及地基软弱部位的加固等，均须参照应力分析的结果来确定。拱坝的应力分析，包括数学分析、结构模型试验和原型观测。原型观测是在已建成的坝上进行观测，了解其工作安全状况，校验设计结果，并为以后的科学研究提供资料。 拱坝由于结构复杂，小型工程可采用拱冠梁法。对于大型工程，过去多采用拱梁试(分)载法和结构模型试验。薄拱坝有采用有限差分法的。20世纪70年代起，逐渐采用有限单元法。 为了统一标准，在规定最大设计应力的同时，须规定应力分析方法。因拱坝的应力分布和最大拉、压应力，常随分析方法而改变。考虑各国已建成的大型拱坝都有拱梁试(分)载法的计算结果，拱坝应力分析如采用拱梁试(分)载法，可与已建拱坝进行对比，便于作出安全的评价。 拱梁试(分)载法将空间壳体化为杆系来计算，力学概念明晰，在计算过程中，能逐渐了解其力学机理，便于修改体形和调整厚度，但只能算出坝体应力。在分析地震反应、孔口影响及地基不均匀性等方面，不如有限单元法好。目前，国内外均有拱梁试(分)载法和有限单元法的通用程序。一些大型拱坝设计，常同时采用这两种方法，有时还辅以结构模型试验。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条