Search Results - "Hataf, N"

Experimental and numerical study on the bearing capacity of encased stone columns by Hataf, N., Nabipour, N., Sadr, A.

“…Stone columns have attracted considerable attention as a ground improvement techniques recently. Performance of stone columns, however, depends on confining…”
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3D coupled scaled boundary finite-element/finite-element analysis of ground vibrations induced by underground train movement by Yaseri, A., Bazyar, M.H., Hataf, N.

“…When trains move through the tunnels, vibrations are generated and transmitted to the surrounding ground causing vibrations and noises in adjacent structures…”
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Experimental investigation of bearing capacity of sand reinforced with randomly distributed tire shreds by Hataf, N., Rahimi, M.M.

“…A series of laboratory model tests has been carried out to investigate the using of shredded waste tires as reinforcement to increase the bearing capacity of…”
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Performance of the new reinforcement system in the increase of shear strength of typical geogrid interface with soil by Mosallanezhad, M., Alfaro, M.C., Hataf, N., Sadat Taghavi, S.H.

“…In recent years, the study of the shear strength of soil with geosynthetics has caught the attention of scholars. In this study, by changing the traditional…”
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Experimental and large-scale field tests of grid-anchor system performance in increasing the ultimate bearing capacity of granular soils by Mosallanezhad, M, Hataf, N, Sadat Taghavi, S.H

“…Soil reinforcement by means of geogrid is an effective method of increasing the ultimate bearing capacity (UBC) of granular soils. In this study a new system,…”
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Modeling of the cyclic behavior of shallow foundations resting on geomesh and grid-anchor reinforced sand by Boushehrian, A.H., Hataf, N., Ghahramani, A.

“…Storage tank foundations with frequent discharges and filling or road embankments under repeated traffic loads are examples of foundations subjected to the…”
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DETERMINATION OF ULTIMATE LOAD CAPACITY OF CONICAL AND PYRAMIDAL SHELL FOUNDATIONS USING DIMENSIONAL ANALYSIS by Esmaili, D, Hataf, N

“…Abstract- Surveys of the literature indicate that shell foundations are economical structural elements which can be considered as the alternatives of flat…”
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Elasto-plastic analysis of reinforced soils using mesh-free method by Binesh, S.M., Hataf, N., Ghahramani, A.

“…In this paper the application of the mesh-free method (MFM) for the elasto-plastic analysis of reinforced soils is studied for the first time. The applied…”
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The Case Study Analysis of Strain–Stress for Jointed Rock Mass Using Element Free Galerkin Method and Paton’s Failure by Hajiazizi, M., Hataf, N., Ghahramani, A.

“…In this paper evaluated a case study for jointed rock mass using element free Galerkin method and Paton’s failure. The displacement field of each block is…”
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Experimental and numerical studies of the performance of the new reinforcement system under pull-out conditions by Mosallanezhad, M., Taghavi, S.H. Sadat, Hataf, N., Alfaro, M.C.

“…Interaction parameters between soil and the reinforcement used in the design of reinforced soil systems, such as mechanically stabilized earth (MSE) walls, can…”
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An Experimental and Numerical Study on the Bearing Capacity of Circular and Ring Footings on Rehabilitated Sand Slopes with Geogrid by Nader Hataf, Ali Fatolahzadeh

“…This paper presents the results of a series of small-scale model tests and numerical analyses conducted on circular and ring model footings located near…”
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E‌X‌P‌E‌R‌I‌M‌E‌N‌T‌A‌L, N‌U‌M‌E‌R‌I‌C‌A‌L, A‌N‌D A‌N‌A‌L‌Y‌T‌I‌C‌A‌L I‌N‌V‌E‌S‌T‌I‌G‌A‌T‌I‌O‌N‌S O‌F B‌E‌A‌R‌I‌N‌G C‌A‌P‌A‌C‌I‌T‌Y O‌F C‌I‌R‌C‌U‌L‌A‌R A‌N‌D R‌I‌N‌G F‌O‌O‌T‌I‌N‌G‌S O‌N R‌E‌I‌N‌F‌O‌R‌C‌E‌D S‌A‌N‌D by E. N‌a‌d‌e‌r‌i, N. H‌a‌t‌a‌f

“…R‌i‌n‌g f‌o‌u‌n‌d‌a‌t‌i‌o‌n‌s c‌a‌n b‌e u‌s‌e‌d f‌o‌r c‌o‌m‌m‌u‌n‌i‌c‌a‌t‌i‌o‌n t‌o‌w‌e‌r‌s, w‌a‌t‌e‌r a‌n‌d o‌i‌l t‌a‌n‌k‌s, a‌n‌d g‌e‌n‌e‌r‌a‌l‌l‌y f‌o‌r…”
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Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand by Boushehrian, Javad Hajiani, Hataf, Nader

“…A study was performed to investigate the bearing capacity of circular and ring footings on reinforced sand by conducting laboratory model tests along with…”
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Elastic Analysis of Discontinues Medium using Mesh-Free Method by Binesh, S.M., Hataf, N., Ghahramani, A.

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