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Journal ArticleDOI

A laboratory study of collapse behaviour of remoulded loess under controlled wetting and flooding

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TLDR
In this paper, the effect of initial placement conditions and flooding stress (vertical compressive stress at flooding) on the collapse potential of remoulded loess was presented. But the results were limited.
Abstract
This paper presents the effect of initial placement conditions and flooding stress (vertical compressive stress at flooding) on the collapse potential of remoulded loess. Compacted specimens of loess were tested in a one-dimensional consolidometer to study the collapse behaviour. Initial water content, dry unit weight and flooding stress were varied. Collapse potential was found to be dependent on initial water content, initial dry unit weight and flooding stress. Partial collapse was studied by allowing measured increments of water into the specimens.

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Citations
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Journal ArticleDOI

Foundations on Expansive soils

A. R. Jumikis
- 01 Mar 1978 - 
Journal ArticleDOI

Collapsibility, composition, and microfabric of the coastal zone loess around the Bohai Sea, China

TL;DR: In this paper, the authors investigated the physical index, mineralogical characteristics and collapse potential of coastal loess, and the effect of fine silt particles (particle size 5-10μm, 6.64-7.64φ) on the collapse process.
Journal ArticleDOI

Microstructural effects on the wetting-induced collapse in compacted loess

TL;DR: In this paper, the effects of soil microstructure on volume change and wetting-induced collapse of a compacted loess from Xi'an, China were evaluated using one-dimensional (1D) compression tests with Mercury Intrusion Porosimetry (MIP) tests and scanning electron microscopy (SEM) analysis.
Dissertation

An experimental investigation of the collapse behaviour of an unsaturated compacted soil along the static compaction curves

TL;DR: In this article, a new static compaction testing procedure is developed for establishing static contours of unsaturated compacted soils both in terms of applied compaction pressure and compaction energy.
References
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Book

Foundations on expansive soils

Fu Hua Chen
TL;DR: In this article, an extension of the Fondation Reference Record is described. But this record was created on 2004-09-07, modified on 2016-08-08.
Journal ArticleDOI

The collapse mechanism in partly saturated soil

TL;DR: In this paper, the metastable structure of partly saturated soilt that collapse when wetted under load was studied using the scanning electron microscope on air-dried specimens of collapsing soil representative of various types.
Journal ArticleDOI

Foundations on Expansive soils

A. R. Jumikis
- 01 Mar 1978 - 
Journal ArticleDOI

Review of collapsing soils

TL;DR: In this article, it was shown that most of the collapse occurs at optimum clay content (10% in one case) and moisture content (between 13% and 39%) and that the amount and rate of collapse is a function of grain shape, grain size, existing moisture content, kinds and amounts of clay present, void ratio, adsorbed ions, etc.
Journal ArticleDOI

Review of Wetting-Induced Collapse in Compacted Soil

TL;DR: In this article, a synthesis is presented of the writers' experience, research, and extensive literature review of the mechanisms causing collapse, soil parameters affecting the occurrence and magnitude of collapse, and case histories in which subst...
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