1) semi-rigid pile
半刚性桩
1.
A novel method for settlement calculation of semi-rigid pile composite foundation;
半刚性桩复合地基沉降的复合模量当层解法
2) semi rigid pile columns
半刚性碎石桩
1.
This paper studies the bearing ratio of pile to soil, analyses boundary stress ratio of pile to soil and boundary load point and proves that the bearing ratio of pile to soil is gradually raised with load increasing in the semi rigid pile columns composite foundation.
通过理论分析和工程试验 ,研究了半刚性碎石桩复合地基桩土荷载分担比 ,分析了半刚性碎石桩复合地基的分界桩土应力比和荷载分界点 ,证明了随着荷载的增加 ,桩分担荷载的比例呈现增大的趋势。
2.
This paper discusses calculating method of composite foundation deformation, analyses modulus of deformation of semi rigid pile columns composite foundation and natural foundation on the basis of experiment result, testifying that deformation can be controlled.
阐述了各种类型复合地基变形的计算方法 ,并以试验结果为依据 ,分析了半刚性碎石桩复合地基以及天然地基的变形模量 ,证明半刚性碎石桩复合地基能够较好地控制地基的变形 。
3) semi-rigid compaction pile
半刚性挤密桩
4) 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。
5) Rigid pile
刚性桩
1.
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
2.
Experimental analysis of vertical soil arching effect of embankment reinforced by rigid piles;
刚性桩加固软土路基竖向土拱效应的试验分析
3.
Experimental study on behavior of rigid pile composite ground under horizontal load;
刚性桩复合地基在水平荷载作用下工作性状的模型试验
6) rigid piles
刚性桩
1.
Study on deflection of rigid piles under lateral loads;
横向载荷作用下刚性桩变位规律研究
2.
Experimental study on instability of rigid piles under lateral loads in silty clay;
粉质粘土中的刚性桩在横向载荷作用下失稳的模型试验研究
3.
Study on mechanics behavior of composite ground improved by rigid piles under flexible foundation
柔性基础下刚性桩复合地基的力学性状研究
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