ISSN:
1573-9279
Source:
Springer Online Journal Archives 1860-2000
Topics:
Architecture, Civil Engineering, Surveying
,
Geosciences
Notes:
Abstract An approximate method based on evaluation of the degree of shear-strength mobilization along the vertical faces of partitioned slices of a shearing mass is described for strength calculations. Comparison is made with other solutions, including exact solutions, for problems involving determination of the bearing capacity of earth beds and the soil pressure on an enclosure.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF02465923
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