Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Detrimental effect of expansive clay on structures is due to excessive pressure generated by it; magnitude of this pressure is dependent on many factors, two of which are discussed; effect of allowable volume change on vertical and lateral pressure is analyzed from viewpoint of its applicability to engineering problems; coefficient of earth pressure at rest usually exceeds unity; this should be considered in proper perspective and utilized with caution; on treatment of expansive clay with electrolyte solutions, both swelling and swelling pressure are affected; proper choice of electrolyte would render swelling pressure tolerable.
Detrimental effect of expansive clay on structures is due to excessive pressure generated by it; magnitude of this pressure is dependent on many factors, two of which are discussed; effect of allowable volume change on vertical and lateral pressure is analyzed from viewpoint of its applicability to engineering problems; coefficient of earth pressure at rest usually exceeds unity; this should be considered in proper perspective and utilized with caution; on treatment of expansive clay with electrolyte solutions, both swelling and swelling pressure are affected; proper choice of electrolyte would render swelling pressure tolerable.
Effect of swelling on swelling pressure
Soil Mechanics Foundation Engineering
Ho, M.M.K. (Autor:in)
3rd Proceedings of Asian Regional Conference on Soil Mechanics and Foundation Engineering ; 1967
1967
4 pages
Aufsatz (Konferenz)
Englisch
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