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Behavior of destructured natural clays

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TLDR
In this paper, samples of three undisturbed clays have been tested in both the intact and the destructured states, showing that the destructuration resulted in a modification of the shape of the limit state surface of the clay, in a reduction of its strength in the overconsolidated state, and in strong reductions of shear and bulk moduli.
Abstract
Natural clays possess a structure as a result of the deposition environment, consolidation, aging, thixotropy, and cementation. To gain understanding on the relation between this structure and the behavior of natural clays, samples of three undisturbed clays have been tested in both the intact and the destructured states. The destructuration resulted in all cases in a modification of the shape of the limit state surface of the clay, in a reduction of its strength in the overconsolidated state, and in strong reductions of shear and bulk moduli.

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Journal ArticleDOI

The permeability of natural soft clays. Part II: Permeability characteristics

TL;DR: In this paper, the authors investigated the permeability characteristics of a number of intact natural soft clays from Quebec, the USA, and Sweden in the laboratory and found that the variation of permeability with void ratio is...
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Natural slopes and cuts: movement and failure mechanisms

Serge Leroueil
- 01 Apr 2001 - 
TL;DR: In this article, the authors review the state of knowledge in this domain, examining the basic aspects of soil mechanics that are relevant to the context of slopes, the importance of water on slope behaviour, and then the different stages of slope movements: pre-failure, failure, postfailure and reactivation.
Journal ArticleDOI

Clay mineral adsorbents for heavy metal removal from wastewater: a review

TL;DR: In this article, a review of the current research in heavy metal adsorption by clay minerals such as halloysite, bentonite, montmorillonite, vermiculite and attapulgite is presented.
Journal ArticleDOI

Compression Behaviour of Reconstituted Soils at High Initial Water Contents

Zhen-Shun Hong, +2 more
- 01 Sep 2010 - 
TL;DR: In this paper, the e−log σ v compression curves show an inverse "S" shape due to suction pressure resisting deformation, similar to that of soft natural clays caused by consolidation yield stress.
Journal ArticleDOI

Propriétés caractéristiques des argiles de l'est du Canada

TL;DR: The compilation of numerous geotechnical data has allowed the definition of the main physical, mechanical, and hydraulic properties of marine and lacustrine clays of eastern Canada, as well as the...