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Mohammad Kazem Jafari

Researcher at International Institute of Earthquake Engineering and Seismology

Publications -  75
Citations -  1427

Mohammad Kazem Jafari is an academic researcher from International Institute of Earthquake Engineering and Seismology. The author has contributed to research in topics: Microtremor & Damping ratio. The author has an hindex of 21, co-authored 75 publications receiving 1204 citations. Previous affiliations of Mohammad Kazem Jafari include Malek-Ashtar University of Technology.

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Evaluation of shear strength of rock joints subjected to cyclic loading

TL;DR: In this paper, the shear strength of rock joints due to cyclic loadings was studied and it was found that the shearing strength of joints is related to rate of displacement (shearing velocity), number of loading cycles and stress amplitude.
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Dynamic properties of fine grained soils in south of tehran

TL;DR: In this article, the authors present dynamic properties of fine grained soils in south of Tehran through field and laboratory studies, based on field geoseismic investigations, new Vs -N(SPT) correlations for fine graining soils are presented.
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Time-domain two-dimensional site response analysis of non-homogeneous topographic structures by a hybrid BE/FE method

TL;DR: In this article, an advanced formulation of the time-domain, two-dimensional hybrid finite element-boundary element method (FEM/BEM) is presented, and applied to carry out site response analysis of homogeneous and non-homogeneous topographic structures subjected to incident in-plane motions.
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Experimental Study of Mechanical Behaviour of Rock Joints Under Cyclic Loading

TL;DR: In this article, the effects of small repetitive earthquakes on the strength parameters of rock joints in active seismic zones is evaluated using triaxial compression devices under different conditions of monotonic and cyclic loading.
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Mechanical behavior of compacted composite clays

TL;DR: Composite clay is a mixture of clay, as the main body, and aggregates, which are floating within the clayey matrix as discussed by the authors, and it can be decomposed in two different ways: in its natural or compacted state, e.g.