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A simple procedure for computation of vertical soil stresses for surface regions of arbitrary shape and loading

 

作者: J. C. Thompson,   B. Lelievre,   R. D. Beckie,   K. J. Negus,  

 

期刊: Canadian Geotechnical Journal  (NRC Available online 1987)
卷期: Volume 24, issue 1  

页码: 143-145

 

ISSN:0008-3674

 

年代: 1987

 

DOI:10.1139/t87-012

 

出版商: NRC Research Press

 

数据来源: NRC

 

摘要:

Based on the Boussinesq formula, exact formulae are derived for the vertical stress beneath the corner of an arbitrarily shaped triangular surface region subjected to vertical pressures with a uniform, linear, or quadratic distribution. These formulae are the basis of a proposed analysis technique in which any arbitrarily shaped loading region is approximated by a set of triangular regions. Computer algorithms that take advantage of the highly repetitive, yet simple, mathematical operations can readily be implemented on the computational facilities currently available to most engineers.Key words: triangular or arbitrarily shaped load regions, vertical stress distribution, computer solution.

 

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