soft clay的例句大全

Study on Tests and Analysis on Theory of Coupled Behaviors of Consolidation and Creep of Soft Clay

软土固结蠕变耦合特性的试验研究与理论分析

According to random integral theory, the coefficient of consolidation is modeled as a homogeneous random field, and the spatial probability characteristics of consolidation of soft clay ground is studied.

根据齐次随机场和随机积分的概率方法，建立了固结系数的随机场模型，并研究了软粘土地基固结的空间概率特性。

Basing upon the research trends of the home and abroad and the demands of practical engineering, summarizing the predecessors' researches, the thesis studied on tests and analyzed on the theory of coupled character of consolidation and creep of the representative soft clay in Wuhan area.

根据国内外研究动态和工程实际的需要，本文在总结前人研究成果的基础上，对武汉地区典型的软土固结蠕变耦合性状进行了室内试验研究和理论分析。

Study on construction test of embankment on soft clay of plateau slope

高原斜坡软土路基施工试验研究

Experimental Study on the Strain Localization of Shanghai Soft Clay; A New Type Cofferdam Structure on Clay Foundation at Coastal Tide Range

上海粘性土应变局部化性状试验研究沿海潮差带粘性土地基上的一种新型围埝结构

The Practice of 'Time and Space Effect' in Soft Clay Excavations

软土时空效应原理在基坑工程中的应用

Study the structure cy of soft clay has important meaning to the design of construction, and design of foundation stabilization.

研究软土的结构性，从而对软土地区的结构物的设计、地基加固设计有着重要意义。

The ameliorated model can reflect the stress-strain relation of soft clay of structure cy better.

修正后的模型能够更好的反映结构性软土的应力&应变关系。

Analysis for the effect of the rotation of the principal strews axes on the plastic deformation of soft clay

主应力轴旋转对软土塑性变形影响分析

Study on effect of key wall in the soft clay ground on sliding resistance

软粘土地基中齿坎抗滑效应的研究

Bounding Surface Elastoplastic-viscoplastic Analysis on Soft Clay of Heaped Load Precompression

超载预压软基固结边界面弹塑/粘塑性分析

Strengthening of Soft Clay Ground of Ningbo Airport Runway by Surcharge Precompression

超载预压加固宁波机场场道软基

Surcharge precompression combined with vertical drains Method has been proved to be a normal and effective way to improve soft clay ground.

袋装砂井堆载预压法是一种常用的软土地基处理方法。

By analyzing these data and the characteristic of alluvial flat soft clay, the methods that control embankment construction and precompression are brought forward.

通过对这些数据的分析，结合河滩相软土特点，提出软土地基路堤施工控制的最薄弱层法和预压期控制方法。

The simple bounding surface elastoplastic-viscoplastic model was used in Biot' consolidation theory. The deformation and pore pressure of road soft clay improved by heaped load precompression was calculated numerically.

在Biot固结理论中使用简化的边界面弹塑/粘塑性模型，对超载预压法处理公路软基全过程的变形和孔压进行数值计算。

Within the precompression period, sedimentation of soft clay ground has a clear hyperbola relationship to time history. Hence, hyperbola can be employed to deduce the eventual or residual sedimentation at any time.

在预压期内，软土地基沉降与时间呈现良好的双曲线关系，可采用双曲线法推算软土地基的最终沉降量和任意时间的剩余沉降量。

In Site Monitoring and Stability Study of Embankment on Soft Clay Ground

软基堤坝原位监测及稳定性研究

Quantitative analysis of foundation treatment disturbance of structured soft clay ground

结构性软土地基施工扰动定量分析

Pore water pressure mode of oozy soft clay under impact loading

淤泥质软土在冲击荷载作用下孔压增长模式

Based on the laboratory dynamic consolidation tests of saturated oozy soft clay under impact loading, the dynamic response characteristics of pore water pressure were analyzed. The tests considered different combination schemes between hammer weight and dropping height.

通过室内淤泥质饱和软粘土的动力固结试验，考虑不同锤重和落距组合情况，对冲击荷载作用下饱和软粘土孔隙水压力的动态响应特征进行分析。