A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Conceptual Approach to Limiting-State Design of Foundation Beds for Structures
Abstract The need for use of nonlinear methods for analysis of bed settlements is demonstrated, where use of linear methods of the criteria p ≤ R results in an unfounded additional increase in $ p_{u} $. Proceeding from the class of structures, it is recommended to determine the settlements using either special numerical solutions based on rigorous theories of plasticity, or closed time-tested engineering solutions with standard soil tests.
Conceptual Approach to Limiting-State Design of Foundation Beds for Structures
Abstract The need for use of nonlinear methods for analysis of bed settlements is demonstrated, where use of linear methods of the criteria p ≤ R results in an unfounded additional increase in $ p_{u} $. Proceeding from the class of structures, it is recommended to determine the settlements using either special numerical solutions based on rigorous theories of plasticity, or closed time-tested engineering solutions with standard soil tests.
Conceptual Approach to Limiting-State Design of Foundation Beds for Structures
Kushner, S. G. (author)
2002
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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