مقالات : مجلات

مقالات لاتین

ESLAMI, A., 2015. Investigation of Explosive Compaction for Liquefaction Mitigation Using CPT Records, Bulletin of Earthquake Engineering, Springer, Netherlands, pp. 1-19.

Eslami, A., Pirouzi, A., Omer, JR., Shakeran, M., 2015. CPT- Based Evaluation of Blast Densification (BD) Performance in Loose Deposits with Settlement and Resistance Considerations, Geotechnical and Geological Engineering 33 (5), Springer, USA, pp. 1279-1293.

Rousta, M., Eslami, A., Ghazavi, M., 2015. Effects of freeze–thaw cycles on a fiber reinforced fine grained soil in relation to geotechnical parameters, Cold Regions Science and Technology, Vol. 120, Elsevier, Netherlands, pp. 127-137.

Mohamadi, M., Eslami, A., Nabizade, F., 2012, Comparison of shear pile force and moment in slippage reinforced with shear pile, Life Science Journal 2012, Vol. 9, No. 4, pp. 3131-3136.

Ahmadi, H., Eslami, A., Arabani, M., 2015, Characterization of Sedimentary Anzali Sand for Static and Seismic Studies Purposes, International Journal of Geography and Geology, 2015, Vol. 4, No. 10, pp. 155-169.

ESLAMI, A. and FELLENIUS, B.H., 1995. Capacity of piles from CPT data. Deep Foundation Institute, DFI, USA. pp. 9-12.

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ESLAMI, A. and FELLENIUS, B. H. 1997. Pile capacity by direct CPT and CPTu methods applied to 102 case histories. December, Canadian Geotechnical Journal, Vol. 34, No. 6, pp. 886-904.

ESLAMI, A. and FELLENIUS, B. H. 2004. CPT and CPTu Data For Soil Profile Interpretation, Review of Methods and Proposed New Approach. Iranian Journal of Science and Technology IJST- SHIRAZ UNIVERSITY- Vol. 28, No. B1.

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ZOMORODIAN, A. and ESLAMI, A. 2005. Determining Geotechnical Parameters of Stabilized Soils by Stone Column Based on SPT Results. The Electronic Journal of Geotechnical Engineering, Vol. 10, Bundle A, 8p.

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ESLAMI, A. and GHOLAMI, M. 2006. Analytical Model for Ultimate Bearing Capacity of Foundations from Cone Resistance. International Journal of Science & Technology, SCIENTIA IRANICA, Vol. 13, No. 3, pp 223-233, Sharif University of Technology, July 2006.

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Shariatmadari, N. Eslami, A. Kkarimpour, M. 2008. Bearing Capacity Of Driven Piles in sands from SPT-applied to 60 case histories. Iranian Journal of science & technology, Vol. 32, No. B2, pp 125-140.

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Ardalan, H. Eslami, A. Nariman-Zadeh, N. 2009. Piles shaft capacity from CPT and CPTu data by polynomial neural networks and genetic algorithms. Computers and Geotechnics Journal 36, Elsevier. Pp 616-625.

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Eslami, A. Veiskarami, M. Eslami, M.2011. Study on Optimized Piled-Raft Foundations Performance (PRF) with Connected and Non Connected Piles-Tree Case Histories. International Journal of Civil Engineering(IJCE). University of Science & Technology.

Veiskarami, M. Eslami, A. Koomar, J.2011. End-bearing capacity of driven piles in sand using the stress characteristics method : analysis and implementation. CANADIAN GEOTECHNICAL JOURNAL(CGJ),Vol48, NO.24,pp1570-1586.

Eslami, A. Aflaki, A., Hoseini, B.2011. Evaluating CPT and CPTu based pile bearing capacity estimation methods using Urmiyeh lake Causeway piling records. SCIENTIA IRANICA(SI) (ELSEVIER). Vol.48. No.5. pp1009-1019.

Eslami, A. Veiskarami, M. Eslami, M. 2012. Study on Optimized Piled-Raft Foundations Performance (PRF) with Connected and Non Connected Piles-Three Case Histories. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING,(IJCE).Vol, 10.No.2. pp 100-111.

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Eslami, A. Motaghedi, H. Determining soil shear strength parameters from CPT and CPTu data. SCIENTIA IRANICA(SI) (ELSEVIER). Vol.20.No.5. pp:1349-1360.

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Eslami Kenarsari, A. Jamshidi, R. Eslami, A.2013. Characterization of the correlation structure of residual CPT profiles in sand deposits. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING,(IJCE).Vol, 11. No.1. pp 29-37.

Rezazadeh, S. Eslami, A. Jafary, A.2013. Scale Effect Aspects for Correlation CPTu Data in Deep Fundation Analysis and Design. LIFE SCIENCE JOURNAL. Vol.10. No.6. pp 387- 396.

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Mollaabasi, H. Eslami, A. Tabatabaee Shoorijeh, P. 2013. Share Wave Velocity by Polynomial Neural Networks and Genetic Algorithms Based on Geotechnical Soil Properties, ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, (AJSE). Vol. 38, No. 4. pp 829- 838.

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Eslami, A. Tajvidi,I Karimian pour, M. 2013. Efficiency of Methods for Determining Pile Axial Capacity-Applied to 70 Cases Histories in Persain Gulf Northern Shore. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING,(IJCE).Vol .12, No.1. pp45-54.

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Motaghedi, H. Eslami, A. Tabatabaee Shoorijeh, P. 2013. Analytical Approach for Determination of Soil Shear Strength Parameters from CPT and CPTu Data, ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, (AJSE). Vol39. Pp: 4363-4376.

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Eslami, A. Mollabasi, H. 2013. A Polynomial Model for Predicting Liquefaction Potential from Cone Penetration Test Data. Vol.21.No.1 . pp:44-52.

Tavakolli, B. Shakeran, M. Eslami, A. 2014. Settlement Prediction for Problematic Soils Improved by Explosive Compaction Method(EC). VITAE-REVISTA. Vol.21. No.1. pp: 147- 160.

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Eslami, A. Ahmadnezhad, M. Eslami Kenarsari, A. Rezazadeh, S. 2014. Experimental Study on Stiffness Properties of Non-Engineerd Clay and Granular Fills. Arabian Journal of Geoscience. online Published.

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Pirouzi, A. Eslami, A. Kharaghani, S. Tavoosi, Sh.2014. Analytical and Experimental Study of Land Subsidence in Southwestern Area of Tehran. VITAE-REVISTA.Vol.21, No.1.pp: 235-254.

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Aflaki, E. Sedighi, P. Eslami, A. 2014. Study on Failure Behavior of Three Different Stabilized Problematic Soils. Accepted to be published in Scientia Iranica.

Zare, M. Eslami, A. 2014. Study on Deep Foundation Performances by Frustum Confining Vessel (FCV). INTERNATIONAL JOURNAL OF CIVIL ENGINEERING,(IJCE).Vol .12, No.4. Dec 2014. pp271-280.

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