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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https://doi.org/10.1007/978-1-4615-5881-1with 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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https://doi.org/10.1007/978-1-4757-9921-7s from laboratory response-to-wetting tests can be used to obtain reasonable estimates of strain and settlement upon wetting. When field plate load tests are used to determine soil collapsibility, the stress-strain relationship is often not evaluated. In this paper the advantages of developing a str

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https://doi.org/10.1007/978-3-030-78529-1ave shown that there is a clear gradient in collapsibility from the dry north-west to the moist south-east of the Plateau. On the western margins, collapsibility is significantly greater in the young (Malan) loess: as the surface drape, it is also very vulnerable to human disturbance. High collapsib

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An Introduction to Perinatal Doppler,es from the Lanzhou area in north central China. Loess series were placed in a device maintaining a constant water volume above the sample. Flow rates as well as conductivity, pH, chemistry and suspended load of the leachates were measured. The concentrations of ions and suspended particles in the p

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Substance Abuse: Pregnancy and the Neonate,the effects of rock fragment cover and of rock fragment content of topsoils on their structural collapse during and after simulated rainfall. For soils containing no rock fragments, surface roughness, expressed by random roughness (RR), decreases, as one would expect, exponentially with cumulative r

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Multidisciplinary Approach to Pain Controludden liquefaction of the sand under static loading. The liquefaction is caused by the contraction (negative dilation), occurring simultaneously in a large volume of sand and the impossibility of quick drainage of the completely saturated pore fluid..A mathematical model has been developed to descri

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https://doi.org/10.1007/978-1-4684-7041-3aturated or saturated sands or silty sands, and loess. Due to their open and sometimes metastable structure, these soils are all susceptible to collapse under certain conditions either upon wetting or loading. While different in nature, their behaviour has many features in common and commands fairly