1) half-rigidity piles composite foundation
半刚性桩复合地基
1.
For analyzing the additional stress and settlement of half-rigidity piles composite foundation, the new method, using the Mindlin and Boussinesq solutions with the characteristic of roadway bearing flexible load and piles piercing into foundation considered, is presented.
针对道路路基承受柔性荷载的特点,考虑桩顶刺入变形,结合采用弹性力学中Mindlin法与Boussinesq法联合求解半刚性桩复合地基及下卧层土中应力与沉降。
2) composite foundation with rigid piles
刚性桩复合地基
1.
Further study on calculation of the designed thickness of cushions in composite foundation with rigid piles;
刚性桩复合地基褥垫层设计厚度计算探讨
2.
Settlement analysis of composite foundation with rigid piles under flexible ground;
柔性基础下刚性桩复合地基沉降分析
3.
Experimental study to reduce differential settlements of raft of composite foundation with rigid piles;
基于减小筏板差异沉降的刚性桩复合地基试验研究
3) rigid-pile composite foundation
刚性桩复合地基
1.
The working mechanism of rigid-pile composite foundation was discussed and the working performance of rigid-piles and surrounding soil in the loading process was analyzed.
在对刚性桩复合地基的工作机理及受荷过程中刚性桩与桩间土的受力特性进行分析探讨的基础上,引入Mylonakis & Gazetas模型模拟桩与桩及桩与土之间的相互作用,充分考虑桩侧土体的非线性特性,假定桩侧土剪应力与剪应变的弹塑性关系,应用剪切位移法分别导出弹性阶段及弹塑性阶段的桩顶荷载与桩顶位移的显式关系式。
2.
The rigid-pile composite foundation is a foundation composed of higher rigid concrete pile or CFG pile.
刚性桩复合地基是采用刚度较大的混凝土桩或高标号CFG桩作为竖向增强体的复合地基,在其桩顶与基底之间铺设一定厚度的褥垫层,用以调节桩-土之间的荷载分配。
3.
Based on undisturbed soil tangent modulus method,a new practical settlement calculation method for rigid-pile composite foundation is proposed.
基于原状土切线模量法,对刚性桩复合地基的沉降计算提出一种新的沉降计算方法。
4) rigid pile composite ground
刚性桩复合地基
1.
Method for calculating rational thickness of cushion in rigid pile composite ground
刚性桩复合地基垫层合理厚度确定方法
2.
In this paper, the bearing capacity of rigid pile composite ground under vertical loads and the law of variation of pile-soil bearing ratio among pile-soil interaction are calculated and analyzed on the basis of discrete element method of the deformable body model, which describes the bearing mechanism of pile-soil interaction of rigid pile composite ground.
采用可变形体模型的离散元方法,对刚性桩复合地基的竖向承载能力以及桩土共同作用过程中桩、土承担荷载比例的变化规律进行了计算分析。
3.
Then the condition for formation of rigid pile composite ground and the design method for different pile spacings of composite pile foundation is discussed.
提出当桩为摩擦桩或端承摩擦桩时,刚性桩复合地基不设褥垫层比设垫层更经济、安全。
5) rigid pile composite foundation
刚性桩复合地基
1.
Application of rigid pile composite foundation in karst collapse region;
岩溶塌陷区刚性桩复合地基技术应用
2.
Shaking table test study on aseismic behavior of rigid pile composite foundation;
刚性桩复合地基抗震性能的振动台试验研究
3.
Computation and analysis of ratio of pile stress to soil stress of rigid pile composite foundation with cushion;
带垫层刚性桩复合地基桩土应力比的计算与分析
6) composite foundation with rigid-flexible piles
刚-柔性桩复合地基
1.
Finite element analysis of deformation characteristics of composite foundation with rigid-flexible piles;
刚-柔性桩复合地基变形特性有限元分析
2.
Load sharing ratio of composite foundation with rigid-flexible piles;
刚-柔性桩复合地基荷载分担比研究
3.
In-situ test of bearing capacity behavior of composite foundation with rigid-flexible piles;
刚-柔性桩复合地基中承载性状原位试验研究
补充资料：挤密碎石桩加固地基
挤密碎石桩加固地基
挤密碎石桩加固地基
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