Geotechnical Characteristics of Residual SoilsSource: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001Author:Frank C. Townsend
DOI: 10.1061/(ASCE)0733-9410(1985)111:1(77)Publisher: American Society of Civil Engineers
Abstract: Residual 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.
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contributor author | Frank C. Townsend | |
date accessioned | 2017-05-08T20:33:50Z | |
date available | 2017-05-08T20:33:50Z | |
date copyright | January 1985 | |
date issued | 1985 | |
identifier other | %28asce%290733-9410%281985%29111%3A1%2877%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19671 | |
description abstract | Residual 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. | |
publisher | American Society of Civil Engineers | |
title | Geotechnical Characteristics of Residual Soils | |
type | Journal Paper | |
journal volume | 111 | |
journal issue | 1 | |
journal title | Journal of Geotechnical Engineering | |
identifier doi | 10.1061/(ASCE)0733-9410(1985)111:1(77) | |
tree | Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001 | |
contenttype | Fulltext |