Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Limits of applicability of linear calculation of foundation settlements and ultimate bearing pressures
Abstract The results are given of experimental and on-site investigations by the Research Institute of Bases and Underground Structures (NIIOSP) for checking current recommendations of design standards with respect to assigning the limits of applicability of elasticity theory to calculation of foundation settlements. It is shown that these recommendations, which have not fundamentally changed for almost 40 years, do not take into account in calculations such factors as the effect of the character of, formation, loading, and failure of the base, which leads to uneconomical and dangerous designs.
Limits of applicability of linear calculation of foundation settlements and ultimate bearing pressures
Abstract The results are given of experimental and on-site investigations by the Research Institute of Bases and Underground Structures (NIIOSP) for checking current recommendations of design standards with respect to assigning the limits of applicability of elasticity theory to calculation of foundation settlements. It is shown that these recommendations, which have not fundamentally changed for almost 40 years, do not take into account in calculations such factors as the effect of the character of, formation, loading, and failure of the base, which leads to uneconomical and dangerous designs.
Limits of applicability of linear calculation of foundation settlements and ultimate bearing pressures
Dovnarovich, S. V. (Autor:in)
1994
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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