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contributor authorFrank C. Townsend
date accessioned2017-05-08T20:33:50Z
date available2017-05-08T20:33:50Z
date copyrightJanuary 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A1%2877%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19671
description abstractResidual soils are products of chemical weathering and thus their characteristics are dependent upon environmental factors of climate, parent material, topography and drainage, and age. These conditions are optimized in the tropics where well‐drained regions produce reddish lateritic soils rich in iron and aluminum sesquioxides and kaolinitic clays. Conversely, poorly drained areas tend towards montmorillonitic expansive black clays. Andosols develop over volcanic ash and rock regions and are rich in allophane (amorphous silica) and metastable halloysite. The geological origins greatly affect the resulting engineering characteristics. Both lateritic soils and andosols are susceptible to property changes upon drying, and exhibit compaction and strength properties not indicative of their classification limits. Both soils have been used successfully in earth dam construction, but attention must be given to seepage control through the weathered rock. Conversely, black soils are unpopular for embankments. Lateritic soils respond to cement stabilization and, in some cases, lime stabilization. Andosols should also respond to lime treatment and cement treatments if proper mixing can be achieved. Black expansive residual soils respond to lime treatment by demonstrating strength gains and decreased expansiveness. Rainfall induced landslides are typical of residual soil deposits.
publisherAmerican Society of Civil Engineers
titleGeotechnical Characteristics of Residual Soils
typeJournal Paper
journal volume111
journal issue1
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:1(77)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001
contenttypeFulltext


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