说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 饱和软土地基
1.
APPLICATION OF CFG PILE TO SATURATED SOFT CLAY ENGINEERING
用CFG桩复合地基处理饱和软土地基
2.
Study on Behavior of Pile Groups in Completely Saturated Porous Elastic Medium;
群桩基础在饱和软土地基中的工作性状研究
3.
Discussion on the vibroflotation technique application in soft soil foundation
浅谈振冲碎法在处理饱和软土地基中的应用
4.
Application of CFG Pile and Rammed Soil-cement Pile Composite Foundation in Saturated Soft Clay Engineering
CFG桩和夯实水泥土桩复合地基在饱和软土地基工程中的应用
5.
Research and Application on Dynamic Consolidation Pretreatment Technique of Saturated Soft Soil;
饱和软土地基动力排水固结预处理技术的研究与应用
6.
Nonlinear Coupled Flow-Deformation Analysis of the Influences on Excavation of Saturated Soft Soils;
开挖对饱和软土地基影响的非线性流固耦合分析
7.
In-situ test study on soft soils improvement by the DCM combined with dewatering
强夯-降水联合加固饱和软粘土地基试验研究
8.
Brief description of piled-load preloading consolidation design of saturated soft clay foundation
饱和软黏土地基堆载预压固结设计实例简述
9.
Study on the Dynamic Stress in Ground Induced by Train Moving Load and Cyclic Properties of Soft Saturated Clay;
列车移动荷载作用下地基的动应力及饱和软粘土特性研究
10.
Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay
饱和软黏土地基静压管桩承载力时间效应试验研究
11.
Measuring analysis on pore pressure of saturated soft clay ground in the sinking of pipe piles
管桩沉桩过程中饱和软粘土地基孔压变化实测分析
12.
Vertical Vibrations of a Footing on Nearly Saturated Ground;
准饱和土地基上基础的竖向振动分析
13.
1-D Nonlinear Consolidation Theory and Calculation of Pore Pressure on Saturated Soft Clay under Cyclic Loading;
循环荷载下饱和软粘土地基一维非线性固结理论及孔隙水压力计算
14.
Study on Dynamic Behavior and Constitutive Model of Saturated Soft Clay under Seismic Loading
地震荷载作用下饱和软粘土的动力特性和动力本构模型研究
15.
Research on Load Mechanics of Sparse Pile Foundation in Unsaturated Loess Ground;
非饱和黄土地基疏桩基础的承载机理研究
16.
Vertical Vibrations of a Rigid Footing on Nearly Saturated Ground;
准饱和土地基上刚性基础的竖向振动分析
17.
Research on the Theory and Engineering Practice about Unsaturated Desert Subsoil;
非饱和沙漠地基土的理论和工程应用研究
18.
effect of degree of base saturatio
土壤盐基饱和度效应