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Titlebook: Genesis and Properties of Collapsible Soils; Edward Derbyshire,Tom Dijkstra,Ian J. Smalley Book 1995 Springer Science+Business Media Dordr

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发表于 2025-3-21 19:59:39 | 显示全部楼层 |阅读模式
书目名称Genesis and Properties of Collapsible Soils
编辑Edward Derbyshire,Tom Dijkstra,Ian J. Smalley
视频video
丛书名称Nato Science Series C:
图书封面Titlebook: Genesis and Properties of Collapsible Soils;  Edward Derbyshire,Tom Dijkstra,Ian J. Smalley Book 1995 Springer Science+Business Media Dordr
描述Collapsing engineering soils are a formidable hazard around theworld. These difficult materials also include some of the world‘s mostfertile agricultural soils, fostering dense human populations whichare therefore increasingly at risk. Despite an impressive literatureon the engineering aspects of collapsing soils, these materials arecoming under increasing scrutiny by scientists in other fields. Thisis most evidently the case with soil scientists, stratigraphers andsedimentologists. Past earth surface conditions have a directinfluence on the detailed behaviour of collapsible soils: as acomplement, these materials also provide detailed data on changingglobal climates. The selected papers presented here highlight thecommon ground between three scientific groups with a vested interestin a better understanding of collapsible soils. .
出版日期Book 1995
关键词Sediment; fabric; hazard; materials; risk; soil; stress; structures; hydrogeology
版次1
doihttps://doi.org/10.1007/978-94-011-0097-7
isbn_softcover978-94-010-4047-1
isbn_ebook978-94-011-0097-7Series ISSN 1389-2185
issn_series 1389-2185
copyrightSpringer Science+Business Media Dordrecht 1995
The information of publication is updating

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A Stress Path Model for Collapsible Loess,s low as 0.1 to 0.3, compared with 0.4 to 0.5 for a normally consolidated silt soil. The K. values are consistent with compression of a laterally confined solid having a low Poisson’s ratio..At the site farther from the loess source, the stress path inclines upward at 45., indicating that lateral st
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Factors and Mechanism of Loess Collapsibility,water content. How these factors influence collapsibility is reviewed. The nature and mechanism of collapsibility are studied on the basis of structural changes. Structural bond strength reduction, the degradation of non-water-resistant microaggregates and the annihilation of capillary forces in wat
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On the Development of Microstructure in Collapsible Soils,of microstructure in fine-grained soils are presented in the light of work on recent sediments and from projects looking at lime stabilisation of muds and sensitive clays. Particular attention is given to the response of to the microstructure to stress changes with the introduction of the porosity i
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The Slovak Carpathians Loess Sediments, Their Fabric and Properties, products of their secondary changes and different organic substances. These components were incorporated in loess soils under various conditions. They are diversely distributed both horizontally and vertically depending on the terrain relief, the climate, the degree of dissection, the water table l
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The Collapse Mechanism of a Soil Subjected to One-Dimensional Loading and Wetting,r of a compacted soil was studied in the laboratory using a modified conventional oedometer and a tensiometer for the measurement of matric suction. The results show that collapse is a transient, continuous process. The results were used to model the volume change of a collapsible soil during wettin
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The Influence of the Clay Component in Loess on Collapse of the Soil Structure,with different fluids whilst under load in order to investigate the influence of the clay fraction within the soils on the collapse process. The fluids used were selected on the basis of their postulated influence on clays. Not only did the various fluids influence the amount of collapse that occurr
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