[[{"content_id":498987,"content_number":0,"portal_id":65,"lang_id":"fa","content_title":"معرفی ریاست","content_rtitr":"","content_short_title":null,"content_summary":"","content_summary_fill":0,"content_body":"دکتر&nbsp;&nbsp;محمود حسنلوراد\r\n\r\n\r\n\tرتبه علمی : دانشیار\r\n\tمدرک تحصیلی : دکتری تخصصی\r\n\r\n\r\nگروه آموزشی :&nbsp;مهندسی عمران-خاک و پی\r\n\r\nتاریخ تولد :&nbsp;١٣٥٦\r\n\r\nرایانامه&nbsp; :&nbsp;&nbsp; &nbsp;&nbsp;&nbsp;hassanlou@eng.ikiu.ac.ir;mhassanlourad@iust.ac.i\r\n\r\n&nbsp;\r\n\r\n&nbsp;\r\n\r\n&nbsp;مدارک و رشته تحصیلی :&nbsp;\r\n\r\n\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\tرج\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tعنوان مقطع و رشته تحصیلی\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tاز تاریخ\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tتا تاریخ\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمحل تحصیل\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t1\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tکارشناسی\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٧٤\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٧٨\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tزنجان\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t2\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tکارشناسی ارشد\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٧٩\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٨١\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tدانشگاه علم و صنعت ایران\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t3\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tدکتری\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٨١\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٨٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tدانشگاه علم و صنعت ایران\r\n\t\t\t\r\n\t\t\r\n\t\r\n\r\n\r\n&nbsp;\r\n\r\n&nbsp;\r\n\r\nمقالات چاپ شده در نشریات :\r\n\r\n&nbsp;\r\n\r\n\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\tرج\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tعنوان مقاله\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tتاریخ تهیه\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tتاریخ ارائه\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tعنوان نشریه چاپ شده\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tاصلاح خاکهای کربناته با استفاده از تزریق شمییایی\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٨٨\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tنشریه علمی پژوهشی دانشگاه امیرکبیر\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tاثر اتساع و شکستگی دانه ها بر رفتار حجمی ماسه های کربناته\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٠\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمجله علمی پژوهشی عمران و نقشه برداری دانشگاه تهران\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٣\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tبررسی قابلیت تزریق&zwnj;پذیری خاک ماسه&zwnj;ای&zwnj; با دوغاب شیمیایی سیلیکات سدیم\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٢\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tنشریه علمی پژوهشی دانشگاه امیرکبیر،\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٤\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمطالعه مقایسه&zwnj;ای ویژگیهای ژئوتکنیکی چهار نمونه از ماسه&zwnj;های کربناته سواحل شمالی خلیج فارس و دریای عمان\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٢\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tفصلنامه علمی پژوهشی عمران دانشگاه تربیت مدرس، (پذیرفته شده)\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٥\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&zwnj;بررسی اصطکاک منفی در شمع قایم و مایل منفرد با استفاده از مدل سازی عددی\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٢\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمجله علمی پژوهشی شریف، (پذیرفته شده)\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٦\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tDilation and Particle Breakage Effects on the Shear Strength of Calcareous Sands Based on Energy Aspects\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠٠٨\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Civil Engineerng\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tCompression and Extension Monotonic Loading of a Carbonate Sand\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠٠٨\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Civil Engineering\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٨\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tMechanical properties of ungrouted and grouted carbonate sands\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٠\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Geotechanical Engineering\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٩\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tShear behavior of chemically grouted carbonate sands\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٢\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Geotechanical Engineering\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٠\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tUndrained triaxial shear behavior of grouted carbonate sands\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١١\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Civil Engineering\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١١\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tEvaluating Chemical Stabilization of Dispersive Clay by Aluminum Sulfate (Alum)\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٢\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tWorld Applied Sciences Journal\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٢\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tDrained shear strength of carbonate sands based on energy approach\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٤\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Geotechanical Engineering\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٣\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tApplication of Artificial Neural Network for Modeling the Mechanical Behavior of Carbonate Soils\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٣\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Geomechanics, ASCE, (Accepted, published on line)\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٤\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tPredicting the Shear Behavior of Cemented and Uncemented Carbonate Sands Using a Genetic Algorithm-Based Artificial Neural Network\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٣\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tGeotechnical and Geological Engineering Journal\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٥\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tDispersion Potential of a Clay Soil Stabilized by Alum. A Case Study\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٣\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tSoils and Rocks\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٦\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tPredicting the grouting ability of sandy soils by artificial neural networks based on experimental tests\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٣\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tCivil Engineering Infrastructures Journal, (Accepted)\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tرسی اثر شکل دره و شعاع قوس بر نتایج آنالیز تراوش سدهای خاکی قوسی با مدلسازی عددی سه بعدی\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tنشریه هیدرولیک\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٨\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tثر آلاینده های نفتی بر خاصیت واگرایی و مقاومت برشی خاک های رسی واگرا\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمهندسی عمران امیرکبیر\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t١٩\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tDynamic Analysis of Stability and Liquefaction in Dams in Unsaturated Soil Mode\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tElectronic Journal of Geotechnical Engineering\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٠\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tتزریق پذیری خاک ماسه ای به وسیله دوغاب بنتونیت\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tJournal of Engineering Geology\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢١\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tExperimental Investigation of Unsaturated Silt - Sand Soil Permeability\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٨\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tAdvances in Civil Engineering\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٢\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tتثبیت زیستی ماسه به روش تزریق سطحی\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٦\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمهندسی عمران امیرکبیر\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٣\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tاثر آلاینده اسید سولفوریک بر مقاومت برشی و پارامترهای تحکیمی خاک رس\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٦\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمهندسی عمران امیرکبیر\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٤\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tDry unit weight of compacted soils prediction using GMDH-type neural network\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tThe European Physical Journal Plus\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٥\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tBearing Capacity of Shallow Foundations on Cohesionless Soils A Random Forest Based Approach\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tCIVIL ENGINEERING INFRASTRUCTURES JOURNAL-CEIJ\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٦\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمقایسه رفتار برشی ماسه کربناته و کوارتزی براساس مفاهیم انرژی\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٦\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمهندسی عمران و محیط زیست امیرکبیر\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tپیش بینی ظرفیت باربری نهایی پی های سطحی واقع بر خاک های دانه ای\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٥\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمهندسی عمران فردوسی\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٨\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tتحلیل رفتار شمع-ستون ها تحت بار جانبی با در نظر گرفتن اندرکنش خاک و سازه\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t١٣٩٥\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tمجله عمران شریف\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٢٩\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tDISPERSIVE CLAY STABILISED BY ALUM AND LIME\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٧\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tINTERNATIONAL JOURNAL OF GEOMATE\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٣٠\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tEffects of sulphuric acid pollutant on the shear behaviour and strength of sandy soil and sand mixed with bentonite clay\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٦\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Geotechnical Enginering\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t٣١\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tMonotonic cyclic and post-cyclic behaviour of an unsaturated clayey soil\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t&nbsp;\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t٢٠١٦\r\n\t\t\t\r\n\t\t\t\r\n\t\t\tInternational Journal of Geotechnical Enginering\r\n\t\t\t\r\n\t\t\r\n\t\r\n\r\n\r\n&nbsp;\r\n\r\n&nbsp;\r\n\r\n&nbsp;\r\n\r\n&nbsp;\r\n\r\n&nbsp;\r\n\r\n&nbsp;\r\n\r\n&nbsp;","content_html":"<h1 dir=\"rtl\"><span style=\"font-size:28px;\"><strong><span style=\"font-family:bnazanin;\"><span style=\"color:#A52A2A;\">دکتر  <\/span><a href=\"http:\/\/www.ikiu.ac.ir\/members?id=262&amp;lang=0\" rel=\"nofollow\" target=\"_blank\"><span style=\"color:#A52A2A;\">محمود حسنلوراد<\/span><\/a><\/span><\/strong><\/span><\/h1>\n\n<ul><li><span style=\"font-size:20px;\"><strong><span style=\"font-family:bnazanin;\"><span style=\"color:#000000;\">رتبه علمی : <\/span><span style=\"color:#006400;\">دانشیار<\/span><\/span><\/strong><\/span><\/li>\n\t<li><span style=\"font-size:20px;\"><strong><span style=\"font-family:bnazanin;\"><span style=\"color:#000000;\">مدرک تحصیلی :<\/span><span style=\"color:#006400;\"> دکتری تخصصی<\/span><\/span><\/strong><\/span><\/li>\n<\/ul><p dir=\"rtl\"><span style=\"font-size:20px;\"><strong><span style=\"font-family:bnazanin;\"><span style=\"color:#000000;\">گروه آموزشی<span dir=\"ltr\"> : <\/span><\/span><span style=\"color:#006400;\">مهندسی عمران-خاک و پی<\/span><\/span><\/strong><\/span><\/p>\n\n<p dir=\"rtl\"><span style=\"font-size:20px;\"><strong><span style=\"font-family:bnazanin;\"><span style=\"color:#000000;\">تاریخ تولد<span dir=\"ltr\"> : <\/span><\/span><span style=\"color:#006400;\">١٣٥٦<\/span><\/span><\/strong><\/span><\/p>\n\n<p dir=\"rtl\"><span style=\"font-size:20px;\"><strong><span style=\"font-family:bnazanin;\"><span style=\"color:#000000;\">رایانامه  :     <\/span><span dir=\"ltr\"><span style=\"color:#008000;\"> <\/span><a href=\"mailto:hassanlou@eng.ikiu.ac.ir;mhassanlourad@iust.ac.i\"><span style=\"color:#008000;\">hassanlou@eng.ikiu.ac.ir;mhassanlourad@iust.ac.i<\/span><\/a><\/span><\/span><\/strong><\/span><\/p>\n\n<p dir=\"rtl\"> <\/p>\n\n<p dir=\"rtl\"> <\/p>\n\n<p dir=\"rtl\"><span style=\"color:#B22222;\"><strong><span style=\"font-size:18px;\"> مدارک و رشته تحصیلی<span dir=\"ltr\"> :<\/span> <\/span><\/strong><\/span><\/p>\n\n<table align=\"right\" border=\"1\" cellpadding=\"0\" cellspacing=\"0\" dir=\"rtl\" style=\"width:629px;\" width=\"629\"><tbody><tr><td style=\"width:43px;height:45px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"color:#000080;\"><span style=\"font-size:16px;\"><strong>رج<\/strong><\/span><\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:204px;height:45px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"color:#000080;\"><span style=\"font-size:16px;\"><strong>عنوان مقطع و رشته تحصیلی<\/strong><\/span><\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:74px;height:45px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"color:#000080;\"><span style=\"font-size:16px;\"><strong>از تاریخ<\/strong><\/span><\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:80px;height:45px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"color:#000080;\"><span style=\"font-size:16px;\"><strong>تا تاریخ<\/strong><\/span><\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:229px;height:45px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"color:#000080;\"><span style=\"font-size:16px;\"><strong>محل تحصیل<\/strong><\/span><\/span><\/h1>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:43px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">1<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:204px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">کارشناسی<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:74px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">١٣٧٤<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:80px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">١٣٧٨<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:229px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">زنجان<\/span><\/h1>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:43px;height:21px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">2<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:204px;height:21px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">کارشناسی ارشد<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:74px;height:21px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">١٣٧٩<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:80px;height:21px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">١٣٨١<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:229px;height:21px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">دانشگاه علم و صنعت ایران<\/span><\/h1>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:43px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">3<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:204px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">دکتری<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:74px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">١٣٨١<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:80px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">١٣٨٧<\/span><\/h1>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:229px;height:22px;\">\n\t\t\t<h1 dir=\"rtl\" style=\"text-align:center;\"><span style=\"font-size:12px;\">دانشگاه علم و صنعت ایران<\/span><\/h1>\n\t\t\t<\/td>\n\t\t<\/tr><\/tbody><\/table><div style=\"clear:both;\"> <\/div>\n\n<div style=\"clear:both;\"> <\/div>\n\n<p dir=\"rtl\"><span style=\"color:#B22222;\"><span style=\"font-size:18px;\"><strong>مقالات چاپ شده در نشریات :<\/strong><\/span><\/span><\/p>\n\n<p dir=\"rtl\"> <\/p>\n\n<table align=\"right\" border=\"1\" cellpadding=\"0\" cellspacing=\"0\" dir=\"rtl\"><tbody><tr><td style=\"width:37px;height:74px;\">\n\t\t\t<p dir=\"rtl\"><span style=\"color:#000080;\"><strong><span style=\"font-size:16px;\">رج<\/span><\/strong><\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:74px;\">\n\t\t\t<p align=\"center\" dir=\"rtl\"><span style=\"color:#000080;\"><strong><span style=\"font-size:16px;\">عنوان مقاله<\/span><\/strong><\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:74px;\">\n\t\t\t<p align=\"center\" dir=\"rtl\"><span style=\"color:#000080;\"><strong><span style=\"font-size:16px;\">تاریخ تهیه<\/span><\/strong><\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:74px;\">\n\t\t\t<p align=\"center\" dir=\"rtl\"><span style=\"color:#000080;\"><strong><span style=\"font-size:16px;\">تاریخ ارائه<\/span><\/strong><\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:74px;\">\n\t\t\t<p align=\"center\" dir=\"rtl\"><span style=\"color:#000080;\"><strong><span style=\"font-size:16px;\">عنوان نشریه چاپ شده<\/span><\/strong><\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">اصلاح خاکهای کربناته با استفاده از تزریق شمییایی<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٨٨<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">نشریه علمی پژوهشی دانشگاه امیرکبیر<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">اثر اتساع و شکستگی دانه ها بر رفتار حجمی ماسه های کربناته<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٠<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مجله علمی پژوهشی عمران و نقشه برداری دانشگاه تهران<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٣<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">بررسی قابلیت تزریق‌پذیری خاک ماسه‌ای‌ با دوغاب شیمیایی سیلیکات سدیم<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٢<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">نشریه علمی پژوهشی دانشگاه امیرکبیر،<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٤<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مطالعه مقایسه‌ای ویژگیهای ژئوتکنیکی چهار نمونه از ماسه‌های کربناته سواحل شمالی خلیج فارس و دریای عمان<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٢<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">فصلنامه علمی پژوهشی عمران دانشگاه تربیت مدرس، (پذیرفته شده)<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٥<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">‌بررسی اصطکاک منفی در شمع قایم و مایل منفرد با استفاده از مدل سازی عددی<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٢<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مجله علمی پژوهشی شریف، (پذیرفته شده)<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٦<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Dilation and Particle Breakage Effects on the Shear Strength of Calcareous Sands Based on Energy Aspects<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠٠٨<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Civil Engineerng<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Compression and Extension Monotonic Loading of a Carbonate Sand<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠٠٨<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Civil Engineering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٨<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Mechanical properties of ungrouted and grouted carbonate sands<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٠<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Geotechanical Engineering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٩<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Shear behavior of chemically grouted carbonate sands<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٢<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Geotechanical Engineering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١٠<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Undrained triaxial shear behavior of grouted carbonate sands<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١١<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Civil Engineering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١١<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Evaluating Chemical Stabilization of Dispersive Clay by Aluminum Sulfate (Alum)<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٢<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">World Applied Sciences Journal<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:38px;\">\n\t\t\t<p dir=\"rtl\">١٢<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:38px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Drained shear strength of carbonate sands based on energy approach<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:38px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:38px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٤<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:38px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Geotechanical Engineering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١٣<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Application of Artificial Neural Network for Modeling the Mechanical Behavior of Carbonate Soils<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٣<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Geomechanics, ASCE, (Accepted, published on line)<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١٤<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Predicting the Shear Behavior of Cemented and Uncemented Carbonate Sands Using a Genetic Algorithm-Based Artificial Neural Network<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٣<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Geotechnical and Geological Engineering Journal<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١٥<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Dispersion Potential of a Clay Soil Stabilized by Alum. A Case Study<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٣<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Soils and Rocks<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١٦<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Predicting the grouting ability of sandy soils by artificial neural networks based on experimental tests<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٣<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Civil Engineering Infrastructures Journal, (Accepted)<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">رسی اثر شکل دره و شعاع قوس بر نتایج آنالیز تراوش سدهای خاکی قوسی با مدلسازی عددی سه بعدی<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">نشریه هیدرولیک<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١٨<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">ثر آلاینده های نفتی بر خاصیت واگرایی و مقاومت برشی خاک های رسی واگرا<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مهندسی عمران امیرکبیر<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">١٩<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\"><span dir=\"ltr\">Dynamic Analysis of Stability and Liquefaction in Dams in Unsaturated Soil Mode<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\"><span dir=\"ltr\">Electronic Journal of Geotechnical Engineering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٠<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">تزریق پذیری خاک ماسه ای به وسیله دوغاب بنتونیت<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\"><span dir=\"ltr\">Journal of Engineering Geology<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢١<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\"><span dir=\"ltr\">Experimental Investigation of Unsaturated Silt - Sand Soil Permeability<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٨<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\"><span dir=\"ltr\">Advances in Civil Engineering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٢<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">تثبیت زیستی ماسه به روش تزریق سطحی<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٦<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مهندسی عمران امیرکبیر<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٣<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">اثر آلاینده اسید سولفوریک بر مقاومت برشی و پارامترهای تحکیمی خاک رس<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٦<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مهندسی عمران امیرکبیر<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٤<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Dry unit weight of compacted soils prediction using GMDH-type neural network<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\"><span dir=\"ltr\">The European Physical Journal Plus<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٥<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Bearing Capacity of Shallow Foundations on Cohesionless Soils A Random Forest Based Approach<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\"><span dir=\"ltr\">CIVIL ENGINEERING INFRASTRUCTURES JOURNAL-CEIJ<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٦<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مقایسه رفتار برشی ماسه کربناته و کوارتزی براساس مفاهیم انرژی<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٦<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مهندسی عمران و محیط زیست امیرکبیر<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">پیش بینی ظرفیت باربری نهایی پی های سطحی واقع بر خاک های دانه ای<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٥<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مهندسی عمران فردوسی<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٨<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\">تحلیل رفتار شمع-ستون ها تحت بار جانبی با در نظر گرفتن اندرکنش خاک و سازه<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">١٣٩٥<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\">مجله عمران شریف<\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٢٩<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">DISPERSIVE CLAY STABILISED BY ALUM AND LIME<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٧<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">INTERNATIONAL JOURNAL OF GEOMATE<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٣٠<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Effects of sulphuric acid pollutant on the shear behaviour and strength of sandy soil and sand mixed with bentonite clay<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٦<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Geotechnical Enginering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><tr><td style=\"width:37px;height:36px;\">\n\t\t\t<p dir=\"rtl\">٣١<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:287px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">Monotonic cyclic and post-cyclic behaviour of an unsaturated clayey soil<\/span><\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:59px;height:36px;\">\n\t\t\t<p dir=\"rtl\"> <\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:57px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:center;\">٢٠١٦<\/p>\n\t\t\t<\/td>\n\t\t\t<td style=\"width:322px;height:36px;\">\n\t\t\t<p dir=\"rtl\" style=\"text-align:left;\"><span dir=\"ltr\">International Journal of Geotechnical Enginering<\/span><\/p>\n\t\t\t<\/td>\n\t\t<\/tr><\/tbody><\/table><div style=\"clear:both;\"> <\/div>\n\n<p dir=\"rtl\"> <\/p>\n\n<p dir=\"rtl\"> <\/p>\n\n<p dir=\"rtl\"> <\/p>\n\n<p dir=\"rtl\"> <\/p>\n\n<p dir=\"rtl\"> <\/p>\n\n<p dir=\"rtl\"> <\/p>","content_source":"","content_url":"","content_date_start":"2019-06-08 13:20:03","content_date_event":"2019-06-08 13:20:03","content_date_event_start":null,"content_date_event_end":null,"content_show_title_slider":1,"content_date_last_edit":"2019-06-30 11:50:24","content_date_register":"2019-06-08 13:22:42","content_columns":0,"content_show_img":1,"content_show_details":0,"content_show_related_img":0,"content_show_slider":1,"content_comment":1,"content_score":0,"tag_id":0,"score_average":null,"score_count":null,"score_date_last":null,"uid":3033,"eid":3033,"attach_title":null,"attaches":[{"sizes":{"150":"file\/65\/attach\/197001\/attach.png","300":"file\/65\/attach\/197001\/attach.png","400":"file\/65\/attach\/197001\/attach.png","600":"file\/65\/attach\/197001\/attach.png","900":"file\/65\/attach\/197001\/attach.png","1200":"file\/65\/attach\/197001\/attach.png"}}]}]]