1.
Effects of Ground Deformation on Structure of Open-air Stack Pier;
大面积地面堆载下露天栈桥结构变形形态分析与设计策略
2.
Three-dimensional Finite Element Simulation of Cement Mixing Pile Composite Foundation under Large Area Loading
大面积堆载下水泥土搅拌桩复合地基数值模拟
3.
Numerical Analysis of Soft Soil's Stability under the Action of Large-scale Deposit
大面积堆载作用下软土地基稳定性数值分析
4.
Application of multiple-treatment of ground under surcharge load in soft soil region
多重地基处理在软土区大面积堆载中的综合应用
5.
Analysis on Deformation Law of Super Soft Foundation under Vacuum Combined Surcharge Preloading
真空联合堆载预压处理大面积软土地基变形规律及分析
6.
Analysis research of large area loading on the negative friction of the pile foundation
大面积堆载对桩基负摩阻力的分析研究
7.
Study of Combined Vacuum-Surcharge Preloading Mechanism for Ground Treatment;
真空堆载联合预压软土地基加固机理研究
8.
Study on the Foundation Treatment by Pre-loading of Beilun International Container Harbor;
北仑四期集装箱堆场加载预压地基处理研究
9.
The influence of the temporary stack on the soft soil foundation under the bridge on the pile foundation
桥下软土地基上临时堆载对桩基的影响
10.
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
11.
The application of long term preloading method in highway soft soil foundation treatment
长期堆载预压在公路软土地基处理中的应用
12.
Prediction of foundation settlement of a heap of ore-port under multi-stage loading during period of use
某矿石码头堆场矿石分级压载的地基沉降预测
13.
Engineering geological characters of soft soil by vacuum combined with surcharge pre-loading reinforcement
真空联合堆载预压加固土体的工程地质性质
14.
Settlement Analysis of Soft Soil Foundation Applied with Vacuum-surcharge Preloading Method
软土地基采用真空堆载联合预压法时沉降分析
15.
Three-dimensional Consolidation Analysis of Sand Drain's Ground Under Combined Vacuum and Surcharge Preloading Considering Loading Process
考虑加载过程的真空联合堆载砂井地基三维固结分析
16.
plunged straightway to the rocks below.
直挺挺地跳到下面的岩石堆中
17.
Scrape the mud on the floor together in order not to tread on it.
把地板上的泥堆集在一起，别踩在上面。
18.
The Influence of Uneven Foundation on the Deformation of Concrete Face Rockfill Dam
不平整地基对面板堆石坝变形的影响