چکیده مقاله
Soil Dynamic properties such as shear wave velocity as a single field index, represents the real soil conditions much more reliable than other shear strength parameters may obtained from in situ or laboratory tests In situ measured shear wave velocity reflects the true photograph of the soil, containing the contributions of void ratio, effective confining stress, stress history, shear and compressive strengths, geologic age etc In this paper, based on several of case history of site investigation, methods of determination or/and estimation bearing capacity of shallow foundation using dynamic soil property have been evaluated Finally, a relationship to estimate the bearing capacity of shallow foundation based on in situ soil shear wave velocity was validated
کلیدواژهها
نویسندگان
r amini ahidashti
M Sc Student, Department of Civil Engineering, Semnan University, Semnan, Iran
a haddad
Associate Professor, Department of Civil Engineering, Semnan University, Semnan, Iran
شیوه ارجاع
amini ahidashti, r and haddad, a,1391,Evaluation of bearing capacity of shallow foundations by using dynamic soil property,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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