1) heterogonous material Pile
异体材料桩
2) pile material
桩体材料
1.
This paper introduces general condition of pile test from test engineering and the design composite pile,and draws some beneficial conclusions through static test of composite pile,physical mechanical test of pile material,chemical analysis and totem appraisal,which to offer a reference for the application of this new-type pile pattern.
从试验工程概况和组合桩设计等方面介绍了试验概况,通过对组合桩进行静载荷试验、桩体材料物理力学试验、化学分析及物相鉴定,得到一些有益的结论,可为这种新桩型的应用提供参考。
3) granular columns
散体材料桩
1.
Analytical theory for consolidation of double-layered composite ground with granular columns;
双层散体材料桩复合地基固结理论
2.
Consolidation analysis of composite foundation of granular columns with impeded boundaries;
双面半透水边界的散体材料桩复合地基固结分析
3.
Analysis on the consolidation of composite ground with granular columns
散体材料桩复合地基固结分析
4) discrete material piles
散体材料桩
1.
Research on settlement calculation method of composite foundation of discrete material piles;
散体材料桩复合地基沉降计算方法的研究
2.
Based on the principle of continuity and harmony of deformation,the stress-strain relationship of the pile and the soil of discrete material piles composite foundation under lateral expansion is analyzed by soil mechanics and elastic theory.
根据桩土变形连续及协调条件,采用土力学及弹性力学理论分析了散体材料桩复合地基在鼓胀变形情况下桩与桩间土的应力—应变关系,并推导出当桩周土体达到极限平衡状态时的单桩极限承载力及复合地基极限承载力的计算公式。
5) discrete material pile
散体材料桩
1.
Bearing capacity calculating method of discrete material pile composite foundation;
散体材料桩复合地基桩土应力比分析
2.
The bearing capacity of discrete material pile composite foundation was discussed.
在探讨散体材料桩承载机理的基础上,针对其受力和变形特性,考虑散体材料桩侧向变形、不同布桩方式及时间效应等对复合地基承载能力的影响,导出了基于面积比的散体材料桩复合地基承载力计算公式。
3.
The phenomenon that the bearing capacity of the discrete material pile composite foundation is increased by time-varing is fully discussed in this paper.
针对散体材料桩复合地基承载力随时间延续而增长的现象,基于复合地基承载力计算的面积比公式,分别对桩体和桩周土体承载力的时效进行分析,提出了一种考虑时效的散体材料桩复合地基承载力的方法,并给出了公式中重要参数的参考值。
6) granular column
散体材料桩
1.
General analytical solution for consolidation of double-layered composite ground with granular columns;
双层散体材料桩复合地基固结普遍解析解
2.
Analytical solutions for consolidation of composite ground with granular columns under time-dependent loading;
变化荷载下散体材料桩复合地基固结解析解
3.
Analytical theory for consolidation of double-layered composite ground with granular columns;
双层散体材料桩复合地基固结解析理论
补充资料：材料界面(见材料表面)
材料界面(见材料表面)
interface of materials
材料界面interfaee of materials见材料表面。
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