| ردیف |
عنوان مقاله |
نام نشریه |
سال |
جلد/شماره مجله |
شماره صفحات |
| 1 |
Experimental Study of Axially Loaded Pile Group Near a Sloping Ground |
Periodica Polytechnica Civil Engineering |
2023 |
67 |
382–391 |
| 2 |
Effect of woven geotextile reinforcement on mechanical behavior of calcareous sands |
Case Studies in Construction Materials |
2023 |
18 |
e02014 |
| 3 |
Rocking Motion of a Mid‑Rise Steel Plate Shear Wall on Foundation–Soil Medium |
Iranian Journal of Science and Technology, Transactions of Civil Engineering |
2023 |
47 |
105–118 |
| 4 |
Experimental Study on Pullout Capacity of Geocell and Geotextile‑Reinforced Horizontal Plate Anchors Embedded in Granular Soil |
International Journal of Geosynthetics and Ground Engineering |
2023 |
9 |
6 |
| 5 |
Influence of adding waste polyethylene terephthalate plastic strips on uniaxial compressive and tensile strength of cohesive soil |
Geopersia |
2022 |
12-1 |
39-51 |
| 6 |
Modeling of unconfined compressive strength and Youngs modulus of lime and cement stabilized clayey subgrade soil using Evolutionary Polynomial Regression (EPR) |
International Journal of Mining and Geo-Engineering |
2022 |
56 |
257-269 |
| 7 |
Prediction of maximum shear modulus of granular soil using empirical, neural network and adaptive neuro fuzzy inference system models |
Geomechanics and Engineering |
2022 |
31-3 |
291-304 |
| 8 |
Effect of FTC on the interface between soil materials and asphalt concrete using a direct shear test |
Case Studies in Construction Materials |
2022 |
17 |
01632 |
| 9 |
Study of interface shear strength between sand and concrete |
Arabian Journal of Geosciences |
2022 |
15 |
172 |
| 10 |
Effectiveness of Reusing Steel Slag Powder and Polypropylene Fiber on the Enhanced Mechanical Characteristics of Cement-Stabilized Sand |
Civil Engineering Infrastructures Journal |
2022 |
55 |
241-257 |
| 11 |
Utilisation of steel slag as a granular column to enhance the lateral load capacity of soil |
Geomechanics and Geoengineering |
2022 |
(5)17 |
1406–1416 |
| 12 |
Laboratory investigation on the effects of pH-induced changes on geotechnical characteristics of clay soil |
Geomechanics and Geoengineering |
2022 |
17 |
188-196 |
| 13 |
Prediction of the unconfined compressive strength of stabilised soil by Adaptive Neuro Fuzzy Inference System (ANFIS) and Non-Linear Regression (NLR) |
Geomechanics and Geoengineering |
2022 |
17 |
80-91 |
| 14 |
Effect of Basalt and Polypropylene Fibers on Unconfined Compressive Strength of Cement-Stabilized Clay, an Experimental Approach |
Journal of Structural Engineering and Geotechnics |
2022 |
12 |
63-74 |
| 15 |
Unconfined Compressive Strength Characteristics of Treated Peat Soil with Cement and Basalt Fibre |
International Journal of Engineering |
2022 |
35-5 |
1129-1137 |
| 16 |
Sustainable utilisation of steel slag as granular column for ground improvement in geotechnical projects |
Case Studies in Construction Materials |
2022 |
17 |
e01333 |
| 17 |
Experimental study of the role of interface element in earth dams with asphalt concrete core - Case study: Mijran dam |
Case Studies in Construction Materials |
2022 |
16 |
e01004 |
| 18 |
Influence of nano-silica modified rubber mortar and EVA modified porous asphalt on the performance improvement of modified semi-flexible pavement |
Construction and Building Materials |
2022 |
337 |
127573 |
| 19 |
SHEAR MODULUS AND DAMPING RATIO OF CLAY SOIL UNDER REPEATED FREEZE-THAW CYCLES |
Acta Geodynamica et Geomaterialia |
2021 |
18-1 |
71-81 |
| 20 |
Mechanical behavior of silty sand reinforced with nanosilica-coated ceramic fibers |
JOURNAL OF ADHESION SCIENCE AND TECHNOLOGY |
2021 |
35-23 |
2664–2683 |
| 21 |
Response of pile group adjacent to a slope crest under static axial loading |
Arabian Journal of Geosciences |
2021 |
14 |
2661 |
| 22 |
Evaluation of performance parameters of cement mortar in semi-flexible pavement using rubber powder and nano silica additives |
Construction and Building Materials |
2021 |
302 |
124166 |
| 23 |
Shear Strength and Wind Erosion Potential of Biologically Improved Sand |
Geomicrobiology Journal |
2021 |
38-7 |
631-638 |
| 24 |
Freeze–Thaw Durability of Cement-Stabilized Soil Reinforced with Polypropylene/Basalt Fibers |
Journal of Materials in Civil Engineering |
2021 |
33-9 |
1-14 |
| 25 |
Shear wave velocity in granular soil considering effects of inherent and stress-induced anisotropy |
Journal of Central South University |
2021 |
28 |
1476−1492 |
| 26 |
Experimental Study on Mechanical Properties of Cement-Stabilized Soil Blended with Crushed Stone Waste |
KSCE Journal of Civil Engineering |
2021 |
(6)25 |
1974-1984 |
| 27 |
Utilization of Zeolite to Improve the Behavior of Cement‑Stabilized Soil |
International Journal of Geosynthetics and Ground Engineering |
2021 |
7 |
35-46 |
| 28 |
Numerical performance assessment of Tuned Mass Dampers to mitigate traffic-induced vibrations of a steel box-girder bridge |
Structural Engineering and Mechanics |
2021 |
78(2) |
125-134 |
| 29 |
Effect of Sand Fouling on the Dynamic Properties and Volume Change of Gravel During Cyclic Loadings |
Periodica Polytechnica Civil Engineering |
2020 |
64-3 |
741–750 |
| 30 |
Analyzing the Effects of Soil-Structure Interactions on the Static Response of Onshore Wind Turbine Foundations Using Finite Element Method |
Civil Engineering Infrastructures Journal |
2020 |
53-1 |
189 – 205 |
| 31 |
UNIVERSAL MODEL FORMS FOR PREDICTING THE DYNAMIC PROPERTIES OF GRANULAR SOILS |
Acta Geodynamica et Geomaterialia |
2020 |
17-2 |
217-227 |
| 32 |
Modified Models for Predicting Dynamic Properties of Granular Soil Under Anisotropic Consolidation |
International Journal of Geomechanics |
2020 |
20-3 |
1-15 |
| 33 |
Influence of Depositional Method on Dynamic Properties of Granular Soil |
International Journal of Civil Engineering |
2019 |
17-6 |
907–920 |
| 34 |
Stiffness Degradation and Damping Ratio of Sand-Gravel Mixtures Under Saturated State |
International Journal of Civil Engineering |
2017 |
16-10 |
1261-1277 |
| 35 |
Experimental study on stabilization of a low plasticity clayey soil with cement/lim |
Arabian Journal of Geosciences |
2015 |
8 |
1439-1452 |
| 36 |
Effect of grading characteristics on the undrained shear strength of sand: review with new evidences |
Arabian Journal of Geosciences |
2013 |
6-11 |
4409-4418 |
| 37 |
Experimental evaluation of mechanical behavior of unsaturated silty sand under constant water content condition |
Engineering Geology |
2012 |
141-1 |
45-56 |
| 38 |
Effect of physical parameters on static undrainedresistance of sandy soil with low silt content |
Soil Dynamics and Earthquake Engineering |
2011 |
31 |
1324-1331 |
| 39 |
An equivalent beam model for the analysis of tunnel-building interaction |
Tunnelling and Underground Space Technology |
2011 |
26 |
524-533 |
| 40 |
تأثير الياف بازالت و پليپروپيلن بر مقاومت فشاري محدودنشده خاک رسي تثبيت‌شده با سيمان |
فصل نامه مهندسي حمل و نقل |
1402 |
14 |
2611-2624 |
| 41 |
اثر درجه آزادي حرکت سرشمع بر روي ظرفيت باربري و ضريب راندمان گروه شمع مجاور شيرواني ماسه‌اي |
نشريه علمي – پژوهشي مهندسي سازه و ساخت |
1402 |
10 |
95-113 |
| 42 |
پارامترهاي مقاومت برشي خاک مسلح شده با الياف سراميکي پوشش داده شده با نانوسيليس و کائولن |
فصلنامه مهندسي حمل و نقل |
1401 |
14-1 |
2199-2211 |
| 43 |
استفاده از ضايعات فولاد به عنوان مصالح سنگي دانهاي در ستونهاي سنگي به همراه ژئوتکستايل در راستاي توسعه پايدار |
نشريه مهندسي عمران اميرکبير |
1401 |
54 |
4615-4638 |
| 44 |
افزايش متغيرهاي مقاومتي خاكهاي رس شرق اصفهان توسط فرايند ژئوپليمر ومسلح شده با الياف پليپروپيلن و مقايسه آن با تثبيت خاك همراه سيمان |
نشريه علوم آب و خاك |
1401 |
26-3 |
109-125 |
| 45 |
انتخاب روش حفاري بهينه تونل تک در خاک مطالعه- موردي خط 3 قطار شهري اصفهان |
جاده |
1401 |
20 |
79 |
| 46 |
مطالعه آزمايشگاهي اثر اضافه شدن ضايعات کارخانه سنگ بر مقاومت خاک تثبيت شده با آهک و سيمان در برابر چرخه هاي ذوب و يخبندان |
انجمن زمين شناسي مهندسي ايران |
1400 |
14-4 |
11-22 |
| 47 |
مطالعه آزمايشگاهي مدول يانگ خاکهاي دانه اي با استفاده از آزمايش سه محوري سيکليک با اندازه گيري موضعي کرنش |
علوم و مهندسي زلزله |
1400 |
(3)8 |
89-102 |
| 48 |
بررسي آزمايشگاهي خصوصيات مکانيکي بتن متخلخل سرباره‌اي قليا فعال |
مصالح و سازه هاي بتني |
1400 |
6(2) |
146-162 |
| 49 |
پيش بيني مدول الاستيک ديناميکي خاک هاي دانه اي با استفاده از روش بررسي گروهي داده ها |
مجله انجمن زمينشناسي مهندسي ايران |
1399 |
13(2) |
97-109 |
| 50 |
ارزيابي سرعت موج برشي در خاکهاي دانه اي با استفاده از المانهاي خمشي و ستون تشديد |
علوم و مهندسي زلزله |
1399 |
7-1 |
53-69 |
| 51 |
تأثير خاکستر بادي و آهک بر روي خصوصيات ژئوتکنيکي خاک ماسه اي |
مجله انجمن زمين شناسي مهندسي ايران |
1399 |
13(2) |
85-95 |
| 52 |
رفتار ديناميکي خاکهاي دانه‌يي از نقطه نظر نسبت منافذ اسکلت معادل |
مهندسي عمران شريف |
1399 |
2-36- |
67-76 |
| 53 |
رفتار برشي خاک ماسه اي تثبيت شده با آهک در معرض محيط هاي اسيدي |
مجله علمي-پژوهشي مهندسي عمران مدرس |
1398 |
19-4 |
59-69 |
| 54 |
پيش‌بيني مقاومت فشاري تک‌محوري بستر رسي تثبيت شده با سيمان پرتلند و آهک با استفاده از روش گروهي بررسي داده‌ها (GMDH) |
مهندسي زيرساخت هاي حمل و نقل |
1398 |
5-17 |
77-96 |
| 55 |
مطالعه آزمايشگاهي تاثيرات بارانهاي اسيدي و قليايي بر خصوصيات ژئوتکنيکي خاک ريزدانه |
فصلنامه علمي پژوهشي انجمن زمين شناسي مهندسي ايران |
1397 |
11-3 |
61-74 |
| 56 |
تاثير مکش بافتي بر روي رفتار مکانيکي خاک ماسه اي مخلوط با لاي و رس در تنشهاي محصور کننده موثر کم |
مهندسي عمران مدرس |
1391 |
12-3 |
77-89 |
