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Improving the bearing capacity of helical tapered piles using gum injection in FCV
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Scientific Reports
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Advanced continuous drilling for depth-dependent mechanical properties mapping in graded rocks
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10.1016/j.rineng.2026.109614 |
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Results in Engineering
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Drilling-Based Rock Strength Estimation: A Validated Model for Mohr-Coulomb and a New Theoretical-Empirical Approach for Hoek-Brown Parameters
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10.1016/j.rineng.2025.107388 |
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Results in Engineering
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Optimizing Rock Bolt Support for Large Underground Structures Using 3D DFN-DEM Method
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Geosciences
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On the efficiency of the modified smooth joint model for simulating shear behavior of rock joints: A comprehensive experimental-numerical study
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10.1016/j.compgeo.2025.107336 |
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COMPUTERS AND GEOTECHNICS
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Fragility curves of stone arch bridges by incremental dynamic analysis method and DEM
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International Journal of Architectural Heritage
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بكارگيري روش شبه- فشرده كششي براي تعيين چقرمگي شكست مود I سنگ گرانيت
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10.22060/ceej.2024.22419.7967 |
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Mechanical and microstructural properties of biogenic CaCO3 deposition (MICP) on a specific volcanic sediment (unwelded Tuffs) by Bacillus pasteurii and Bacillus subtilis
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10.1016/j.istruc.2024.106915 |
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Structures
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اثر دوره هاي انجماد- ذوب بر مقاومت خستگي سنگ تراورتن
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10.22034/IRSRM.2024.544501.1033 |
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مكانيك سنگ |
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بررسي تجربي تزريق زيستي در افزايش ظرفيت باربري ستون هاي سنگ ريزه اي
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10.22034/IRSRM.2024.513131.1034 |
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مكانيك سنگ |
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An experimental study on the bending fatigue behavior of concrete beams by a proposed machine
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10.1080/15397734.2024.2335214 |
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MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES
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ارزيابي آزمايشگاهي اثر صمغ فارسي بر پارامترهاي مقاومتي سطوح تماس مختلف خاك- سازه
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Seismic Vulnerability Assessment of Stone Arch Bridges by Nonlinear Dynamic Analysis Using Discrete Element Method
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10.1080/15583058.2022.2071182 |
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اثر طول ترك اوليه بر چقرمگي شكست مود I در PMMAبا استفاده از روش شبه فشرده كششي
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Biomediated Conservation of Unwelded Ignimbrites in Kandovan, Iran
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ارزيابي آرايش بهينه پيچ سنگ به منظور پايداري توده سنگ درزه دار با روش DEM-DFN سه بعدي - مطالعه موردي: مغار كلاب 2
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Control of frost effects in susceptible soils using a novel sandwich geocomposite composed of geotextile-soil-nano silica aerogel-geotextile liners
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Investigation of the effect of the discontinuity direction on fluid flow in porous rock masses on a large-scale using hybrid FVM-DFN and streamline simulation
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