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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書目名稱Genesis and Properties of Collapsible Soils影響因子(影響力)




書目名稱Genesis and Properties of Collapsible Soils影響因子(影響力)學(xué)科排名




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書目名稱Genesis and Properties of Collapsible Soils網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Genesis and Properties of Collapsible Soils被引頻次




書目名稱Genesis and Properties of Collapsible Soils被引頻次學(xué)科排名




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書目名稱Genesis and Properties of Collapsible Soils年度引用學(xué)科排名




書目名稱Genesis and Properties of Collapsible Soils讀者反饋




書目名稱Genesis and Properties of Collapsible Soils讀者反饋學(xué)科排名

蜈蚣

STYX

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

土產(chǎn)

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

寵愛

下級(jí)

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

下級(jí)

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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Lasting

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

明確

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