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Publications by [Jahanandish M.]
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Jahanandish M.
,
Veiskarami M.
et al.
<p>It has been known that soil shear strength parameters are stress level dependent. On the other hand, foundation size has a significant effect on the level of imposed stress on subsoil elements. In this study, the Zero Extension Lines (ZEL) method, which ...
Filed under:
Soil Mechanics -
Soil Behavior & Testing
Reference:
KSCE Journal of Civil Engineering (2010) 14(5):709-723
Veiskarami M.
,
Jahanandish M.
et al.
In shallow foundations, the third bearing capacity factor, Nγ, has been found to show a decreasing tendency with increasing the foundation size. It is supported by experimental observations and related mainly to stress level dependent nature of the soil. On ...
Filed under:
Soil Mechanics -
Shallow Foundation
Reference:
Comp. Meth. Civil Eng. 2010, Vol. 1 No. 1 pp. 37-54
In this paper the dynamic response of the ground surface subjected to vertically traveling two dimensional harmonic SH waves in the presence of a single or two canyons is investigated using boundary element method. The models consist of one and two semicircular ...
Filed under:
Earthquake Engineering -
Ground Response Analysis
Reference:
JSEE / Summer 2009, Vol. 11, No. 2