1) composite ground with granular columns
散体材料桩复合地基
1.
Consolidation of composite ground with granular columns under time-dependent loading
变荷载下散体材料桩复合地基固结研究
2.
The differential governing equations for the consolidation of composite ground with granular columns are established,which can consider the gradual variation of horizontal permeability coefficient of soft soil in a drainage influential zone caused by disturbance during granular column construction.
建立考虑排水影响区土体水平向渗透系数因施工扰动影响而逐渐变化的散体材料桩复合地基的固结定解问题,并求出其一般解。
2) composite foundation with gravel column
散体桩复合地基
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：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