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Settlement of clay stratum of finite thickness under cylindrically symmetric loading
It is assumed that clay aquifer is statically loaded at its horizontal permeable surface at time t = 0 by pressure field q(r,t); three-dimensional calculation of settlement is compared with theory of Terzaghi; influence of finite stratum thickness is shown graphically as compared with half-space theory; settlement under annular shape foundation is also treated.
Settlement of clay stratum of finite thickness under cylindrically symmetric loading
It is assumed that clay aquifer is statically loaded at its horizontal permeable surface at time t = 0 by pressure field q(r,t); three-dimensional calculation of settlement is compared with theory of Terzaghi; influence of finite stratum thickness is shown graphically as compared with half-space theory; settlement under annular shape foundation is also treated.
Settlement of clay stratum of finite thickness under cylindrically symmetric loading
Setzung einer Tonschicht endlicher Maechtigkeit bei zylinder-symmetrischer Belastung
Schimmerl, J. (author)
1965
10 pages
Article (Journal)
German
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