排水固结法需要的砂垫层厚度一直存在争议。
There are different opinions about thickness of sand MATS for consolidation method.
超软土地基加固方法的改进，首先需要深入研究其排水固结机理。
The ground treatment method for very soft soil do not satisfy the enineering needs presently.
这对于采用排水固结方法加固软土地基工程项目，具有一定的借鉴意义。
It is of significance to use the drainage consolidation method to strengthen soft subgrade.
围海造地工程中新吹填细颗粒土会经过析水落淤-自重压密-排水固结的过程。
Fresh hydraulic fill mud in the process of land reclamation will take the procedure of grain sediment, self-weight compression and drainage consolidation.
对动力排水固结法加固淤泥类软土地基的作用机理研究和工程实践具有指导意义。
These discussions provide some useful conclusions for study on the principle of soft clay compacted with dynamic consolidation by drainage, and it is significant to engineering projects.
最后，分析了海滩区淤泥抗剪强度的分布规律和排水固结过程中抗剪强度的增长规律。
Finally, the distribution and increasing rule of strength of seaside silt in consolidation process were researched.
它不仅能提高持力层的承载力，减少地基变形量，同时还可以加速地基的排水固结作用。
It can not only increase the bearing capacity of supporting course, but also reduce the deformation modulus of the foundation and accelerate the drainage and consolidation function of the foundation.
它不仅能提高持力层的承载力，减少地基变形量，同时还可以加速地基的排水固结作用。
It can not only increase the bearing capacity of supporting course, but also reduce the deformation modulus of the foundation and accelerate the drainage...
在软土地基上建设道面工程，采用排水固结法处理软土地基，是经济有效的地基加固方法之一。
Drained consolidation method is an economical effective soil treatment for the construction of airport pavement on the soft foundation.
越来越多的理论研究和工程实践表明，动力排水固结法加固淤泥质饱和软粘土地基是行之有效的。
Dynamic consolidation by drainage was shown effective method of soft clay ground treatment from more and more theoretical research and engineering practice.
比较分析表明，爆振排水固结法作为一种新兴的地基处理方法，在处理软粘土地基方面具有优势。
The comparisons show that the drainage consolidation by explosive vibration has potential advantages in the soft clay treatments.
并介绍在天然强度下软基的稳定计算方法，及对极软弱地基采用排水固结法加固以提高堤基的承载力。
The dike stability computation in natural strength of soft soil, the effect of increasing dike stability by berm and the experiment about stabilization of dike foundation by using sand drains m…
研究结果：通过系统的分析比较，涵洞地基加固处理常用两类方法：一是排水固结法，二是复合地基法。
Research results: Through systematically analyzing and comparing, the general measures of culvert foundation improvement are drainage and consolidation method and complex foundation method.
以马来西亚的槟城填海工程为例，用有限单元法模拟了软式透水管真空排水固结法处理软土地基的过程。
As an example, procedure of soft-clay foundation reinforcement by means of the vacuum drainage technique for a sea-filling engineering in Malaysia is simulated.
经过排水固结法的经济分析及软土排水固结过程中的强度分析，提出了砂井参数及加载计划(工期)的优化设计方法。
By Analyzing the economy for consolidation and the strength of soft clay during consolidation, the optimal design of the parameters of sand well and the loading schedule (project term) is proposed.
针对目前淤泥类软土的处理现状，提出了饱和淤泥爆炸排水固结处理软土地基的方法，并用试验证实了这种方法的可行性。
In this paper, a new method for squeezing out water from saturated ooze and consolidating the soft foundation by blasting was proposed.
强夯块石墩处理软基具有施工方法简单 ，兼具置换、排水固结、提高软基抗震能力等优点 ，在深圳沿海软土地基处理中广泛应用。
The advantages of treating soft ground with dynamic compacted stone pier are:simple in construction, consolidated by drainage, the aseismic capability of soft ground will be enhanced.
无论是硬壳层还是淤泥质黏土层，粉喷桩复合地基的单位压缩值比塑料排水板排水固结法地基要小的多，黏土层的压缩模量得到了明显的提高。
The compressibility of the soft soil treated by the DJMP is smaller than that by plastic drain belt both for crust and silt soil. The modulus of compressibility of silty soil improves greatly.
在给定的饱和度下，未固结的多孔介质的非润湿渗透率高于排水渗透率。
At a given saturation nonwetting permeabilities for an unconsolidated porous medium are higher than the drainage permeabilities.
通过对固结度以及沉降曲线的分析来说明塑料排水板法处理东北寒区软土地基的重要意义和应用前景。
The significance and prospect for the application of plastic drain boards to soft-soil foundation in the northeast cold areas are analysed in terms of degree of consolidation and settlement curve.
介绍了稳态强度理论的基本概念、稳态强度的固结不排水剪切试验方法及试验结果；
The steady state strength concepts, the consolidated-undrained triaxial shear test method and the test results are introduced.
它的施工质量直接影响到深层排水效果及地基的固结时间。
It directly affects the quality of the construction of the deep water drainage effect, and the foundation of the consolidation of time.
植入粘性土中的碎石桩是地基中的排水通道，它们具有加快桩周土的固结速度和增大桩周土的抗剪强度的作用。
Stone columns installed in clayey soils function as drainage passages. They effect to hasten the rate of consolidation and enhance the shearing strength of the surrounding soils.
并且给出用与切线模量相关的标准确定加工硬化型应力——应变关系曲线的破坏点的方法，提供了利用任意固结度下的应力路径求解不排水抗剪强度的计算式。
The method to ascertain the damage point of process harden type stress-strain curve was shown, and the calculate expression of shear strength used by stress path under random consolidation degree.
同时，运用标准归一化因子，建立了武汉软土固结不排水条件下应力-应变特性的归一化方程。
Meanwhile, the normalized stress-strain relationship of Wuhan soft clay under consolidated undrained condition is established.
在三轴蠕变状态，软土的变形特性随着排水条件而变化，从而揭示了固结—蠕变耦合特性受排水条件的影响显著。
In triaxial creep condition, deformation characteristics change with drainage condition, which indicates that the consolidation-creep coupling effect is affected significantly by drainage condition.
该淤泥在波浪作用下的固结不排水剪切动强度约为静固结不排水强度的50%。
The undrained cyclic shear strength of the silt is about 50% of the static undrained shear strength.
竖向排水体包括砂井和塑料排水板已广泛应用于加速软黏土地基的固结。
Vertical drains including sand Wells and prefabricated drains have been widely used to accelerate the consolidation of the ground consisting of soft clays.
在三向排水条件下，地基上荷载面积的形状和大小对地基固结速率是有影响的。
Under three-dimensional drainage condition, the consolidation of saturated cohesive soil is effected by the shape and size of the loading area on the surface.
在三向排水条件下，地基上荷载面积的形状和大小对地基固结速率是有影响的。
Under three-dimensional drainage condition, the consolidation of saturated cohesive soil is effected by the shape and size of the loading area on the surface.
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