Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Geotechnical conditions of the deltaic alluvial plains of Bangladesh and associated problems
Abstract A broad assessment of the geotechnical characteristics of the subsoil of the deltaic alluvial plains of Bangladesh is made to provide a useful guide for development planning and construction. The subsoil generally comprises sandy material, although it may vary significantly over short lateral distances as a result of frequent and erratic occurrences of compressible organic silt and peat mixtures. The foundation competency of the upper 6–10 m has been assessed as low to very low. Uniform-textured fine sand with a moderate to high bearing capacity usually dominates the soil profile, particularly below 20 m depth, but in swampy area this is totally absent. Potential construction problems, categorized as geotechnical and environmental are been described. The former include foundation problems in buildings, bridges, hydraulic structures etc., attributed to the weak and erratic nature of the surficial soil. Geotechnical problems are often compounded by the physiographical and geomorphological environment of the country. Flood and river bank erosion are identified as the main environmental problems, posing an enormous threat to life, property and construction. Recommendations to overcome these problems are made.
Geotechnical conditions of the deltaic alluvial plains of Bangladesh and associated problems
Abstract A broad assessment of the geotechnical characteristics of the subsoil of the deltaic alluvial plains of Bangladesh is made to provide a useful guide for development planning and construction. The subsoil generally comprises sandy material, although it may vary significantly over short lateral distances as a result of frequent and erratic occurrences of compressible organic silt and peat mixtures. The foundation competency of the upper 6–10 m has been assessed as low to very low. Uniform-textured fine sand with a moderate to high bearing capacity usually dominates the soil profile, particularly below 20 m depth, but in swampy area this is totally absent. Potential construction problems, categorized as geotechnical and environmental are been described. The former include foundation problems in buildings, bridges, hydraulic structures etc., attributed to the weak and erratic nature of the surficial soil. Geotechnical problems are often compounded by the physiographical and geomorphological environment of the country. Flood and river bank erosion are identified as the main environmental problems, posing an enormous threat to life, property and construction. Recommendations to overcome these problems are made.
Geotechnical conditions of the deltaic alluvial plains of Bangladesh and associated problems
Mollah, Mohammad A. (Autor:in)
Engineering Geology ; 36 ; 125-140
15.06.1993
16 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Geotechnical conditions of the deltaic alluvial plains of Bangladesh and associated problems
Online Contents | 1993
|Geotechnical conditions of the deltaic alluvial plains of Bangladesh and associated problems
Online Contents | 1993
|Geotechnical conditions of the deltaic alluvial plains of Bangladesh and associated problems
British Library Online Contents | 1993
|Geotechnical problems in buildings set on alluvial deposits in flood plains and peneplains
DOAJ | 2017
|