土的固结变形理论分析与讨论

简要介绍了土的固结变形机理和土体固结变形的各种理论,论述了土的压缩性及其一般规律和影响土压缩的主要因素,总结了各种理论的应用特点,以正确解决工程中的土的固结变形问题。

软土蠕变-固结的耦合效应研究评述

根据软土蠕变和固结的理论,对其耦合效应的研究现状做了综述,其中也简要论述了土的蠕变特性、土体流变本构模型、土的固结理论等方面的内容,最后对于进一步的研究提出了一些基本思路.

排水固结法施工质量控制要点

排水固结法是基于土的固结原理而发展起来的一种软土地基处理方法，这种方法适用于处理厚度较大的饱和软土和冲填土地基，由排水系统和加压系统两部分共同组合而成。根据固结理论，饱和软黏土地基在荷载作用下,孔隙水压力升高，

构筑物结构设计杂谈

以南方某电厂的供热改造工程中的4个具体设计为实例,探讨结构设计过程中,遇到具体问题时的解决思路,与同行共勉。

A one-dimensional strain-rate based model for soft structured clays

The paper aims to investigate the destructuration effect on the time-dependent behaviour of soft structured clays.Viscosity coupled with destructuration is analysed based on experimental observations.A strain-rate based model is developed to de-scribe the mechanical behaviour for both unstructured and structured clays under one-dimensional loading.The advantage of the proposed model lies in the determination of model parameters in a straightforward way,which leads to an easy use of the model for practical problems.Coupled with consolidation,the model is used to simulate oedometer tests at constant rate of strain and long-term creep oedometer tests on two structured clays.All comparisons between predicted and measured results demonstrate that the proposed model can reasonably describe the effect of destructuration on the time-dependent behaviour of soft structured clay under one-dimensional condition.Although the model is proposed for one-dimensional analysis,it can be a good base for developing a more general 3D model.