地基固结

与C型塑料排水板相比，软式透水管作为竖向排水体可加快地基固结压缩，提高地基深层加固效果。

Comparing with C type of plastic drainage board , the flexible permeable hose can speed the consolidation and compression of the foundation and raise the deep reinforcing effect .

基于Biot理论的沙井地基固结沉降分析

Consolidation Settlement of Sand Drain Subgrade Based on Biot Theory

此外，结合工程实例，研究了Merchant模型各参数对循环荷载下黏弹性地基固结的影响。

In addition , according to numerical examples , the influence of parameters of Merchant model on the consolidation was investigated .

利用空腔固结解析解建立透水元件分别位于探头不同部位的孔压静力触探和BAT系统测取地基固结系数的解析解模型。

Analytical models for different CPTU or BAT-systems were gained , and the testing principle and procedures of IFCO BAT-system for consolidation coefficient were described .

在编制并验证Biot固结有限元（FEM）程序的基础上，对单桩复合地基固结进行了有限元分析，并比较了强排水桩复合地基和弱排水桩复合地基的固结性状。

The programming and validating FEM code of Biot 's consolidation theory were used for FEM analysis of the consolidation of composite ground with single pile , and the consolidation behavior of composite ground with strong drainage pile was compared with the one with weak drainage pile .

基于双层地基固结理论，推导了CFG桩复合地基加固区、下卧层孔压分布公式，获得了单级匀速加载情况下，复合地基平均固结度、加固区固结度和下卧层固结度。

Based on consolidation theory of two - layers foundation , formula for excess pore water pressure in reinforced area and substratum of CFG-pile composite foundation is deprived . And get the whole mean consolidation degree , consolidation degree of reinforced area and substratum under load exerted equally and once .

在Rosenbluth两点概率估计方法的基础上，进一步研究了更为精确的多点概率估计法在竖井地基固结概率分析中的应用。

Based on Rosenbluth 's 2-point estimate method , further research is done on the application of multi-point estimate method , which is more accurate in the probablity analysis of the vertical drain ground consolidation .

砂井地基固结分析半解析方法的改进

Improvement of Semi-analytic Method for Consolidation of Foundation with Sand Drains

软土地基固结与沉降概率分析

Probabilistic Analysis of Consolidation and Settlement in a Soft Foundation Site

复杂条件下复合地基固结解析理论研究

Analytical Study on Consolidation Theory of Composite Ground under Complicated Conditions

软土地基固结系数确定方法探讨

Probe into fixing methods of soft soil basement fixed knot parameters

筒桩复合地基固结性状三维有限元分析

3D FEM Analysis of Consolidation Behavior of Tubular Pile Composite Foundation

散体材料桩复合地基固结理论研究

Study on the Consolidation Theory of Composite Ground with Granular Columns

塑料排水板加固地基固结沉降特性研究

Research on ground consolidation and settlement features in plastic drainage plate

软土地基固结有限元法分析

Consolidation Analysis of Soft Clay Ground by Finite Element Method

堆载及真空预压砂井地基固结解析理论

Consolidation Theory on Heaped Load & Vacuum Preloading of Sand Drain Foundation

碎石桩加固双层地基固结简化分析

Simplified analysis of consolidation of double-layered ground reinforced by gravel-piles

附加应力沿深度变化的砂井地基固结分析

Analysis of sand drain ground consolidation considering additional stress distribution

未打穿竖向排水井地基固结理论

Consolidation theory for soft soil with partially penetrated vertical drains

用蒙特卡罗模拟法分析了双层地基固结的可靠性。

The reliability of consolidation of double-layered soil is analyzed by Monte-Carlo method .

成层竖向排水井地基固结分析

Analysis of consolidation of layered ground with vertical drain

刚性基础下水泥土桩复合地基固结分析

Consolidation analysis of cement-pile composite foundation under rigid foundation

高速公路砂井地基固结度时空变化规律探讨

The space-time analysis for the consolidation degree of the highway sand well roadbed

地基固结过程中滤垫的有限元分析

Finite element analysis of geotextile during consolidation of subsoil

考虑涂抹作用的未打穿砂井地基固结理论分析

Theoretical analysis of partially penetrated sand drains foundation in consideration of smear effect

水泥搅拌桩复合地基固结沉降变形分析

On Settlement from Consolidation of Cement-mixed Pile Composite Foundation

由实测沉降数据反演地基固结参数的适用计算方法

A method to calculate the consolidation parameters by available settlement data of foundation

不同排水板滤膜在地基固结中的对比研究

Study on Contrasting to Plastic Drainage Board of Different Size in Foundation Consolidation

成层地基固结性状中不同定义平均固结度研究分析

Comparable Analysis of Different Definitions of Average Degree of Consolidation of Layered Soils

等应变条件下的砂井地基固结解析理论

Consolidation Theories for Drain Wells under Equal Strain Condition