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Publications by [Jahanandish M.]

Total Items found:
EFFECT OF STRESS LEVEL ON THE BEARING CAPACITY FACTOR, NΓ , BY THE ZEL METHOD (2010)
<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 ...
Reference: KSCE Journal of Civil Engineering (2010) 14(5):709-723
PREDICTION OF FOUNDATIONS BEHAVIOR BY A STRESS LEVEL BASED HYPERBOLIC SOIL MODEL AND THE ZEL METHOD (2010)
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 ...
Reference: Comp. Meth. Civil Eng. 2010, Vol. 1 No. 1 pp. 37-54
EFFECT OF CANYONS AND THEIR INTERACTION ON GROUND RESPONSE TO VERTICALLY TRAVELING SH WAVES (2009)
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 ...
Reference: JSEE / Summer 2009, Vol. 11, No. 2
PREDICTION OF THE BEARING CAPACITY AND LOAD–DISPLACEMENT BEHAVIOR OF SHALLOW FOUNDATIONS BY THE STRESS-LEVEL-BASED ZEL METHOD (2001)
The theory of Zero Extension Lines (ZEL), based on the solution of soil plasticity equations along ZEL directions, has wide applications in determination of the bearing capacity and load–displacement behavior of foundations and retaining walls. It is known ...
Reference: Scientia Iranica A (2011) 18 (1), 16–27