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Determination of contact pressure against large raft foundation
Illustrated description of foundation for boiler room for Nonoalco power plant in Mexico City; structure is 180 × 68 ft; foundation consists of rectangular grid-work of intersecting steel trusses 14.5 ft deep resting upon thin slab of reinforced concrete; method of analysis; data on differential settlement and corresponding contact pressure; tests revealed that contact pressure is uniform over interior of raft, but abrupt variations occur at corners.
Determination of contact pressure against large raft foundation
Illustrated description of foundation for boiler room for Nonoalco power plant in Mexico City; structure is 180 × 68 ft; foundation consists of rectangular grid-work of intersecting steel trusses 14.5 ft deep resting upon thin slab of reinforced concrete; method of analysis; data on differential settlement and corresponding contact pressure; tests revealed that contact pressure is uniform over interior of raft, but abrupt variations occur at corners.
Determination of contact pressure against large raft foundation
Geotechnique
Teng, C.Y. (Autor:in)
Geotechnique ; 1
1949
7 pages
Aufsatz (Zeitschrift)
Englisch
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