Improving the bearing capacity of helical tapered piles using gum injection in FCV
1405-01
Scientific Reports
Advanced continuous drilling for depth-dependent mechanical properties mapping in graded rocks
10.1016/j.rineng.2026.109614 1404-11
Results in Engineering
Drilling-Based Rock Strength Estimation: A Validated Model for Mohr-Coulomb and a New Theoretical-Empirical Approach for Hoek-Brown Parameters
10.1016/j.rineng.2025.107388 1404-08
Results in Engineering
Optimizing Rock Bolt Support for Large Underground Structures Using 3D DFN-DEM Method
1404-04
Geosciences
On the efficiency of the modified smooth joint model for simulating shear behavior of rock joints: A comprehensive experimental-numerical study
10.1016/j.compgeo.2025.107336 1404-02
COMPUTERS AND GEOTECHNICS
Fragility curves of stone arch bridges by incremental dynamic analysis method and DEM
1404-02
International Journal of Architectural Heritage
بكارگيري روش شبه- فشرده كششي براي تعيين چقرمگي شكست مود I سنگ گرانيت
10.22060/ceej.2024.22419.7967 1403-10
بررسي تجربي تزريق زيستي در افزايش ظرفيت باربري ستون هاي سنگ ريزه اي
10.22034/IRSRM.2024.513131.1034 1403-04
Mechanical and microstructural properties of biogenic CaCO3 deposition (MICP) on a specific volcanic sediment (unwelded Tuffs) by Bacillus pasteurii and Bacillus subtilis
10.1016/j.istruc.2024.106915 1403-04
Structures
اثر دوره هاي انجماد- ذوب بر مقاومت خستگي سنگ تراورتن
10.22034/IRSRM.2024.544501.1033 1403-04
An experimental study on the bending fatigue behavior of concrete beams by a proposed machine
10.1080/15397734.2024.2335214 1403-01
MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES
ارزيابي آزمايشگاهي اثر صمغ فارسي بر پارامترهاي مقاومتي سطوح تماس مختلف خاك- سازه
# 1402-10
Seismic Vulnerability Assessment of Stone Arch Bridges by Nonlinear Dynamic Analysis Using Discrete Element Method
10.1080/15583058.2022.2071182 1402-08
اثر طول ترك اوليه بر چقرمگي شكست مود I در PMMAبا استفاده از روش شبه فشرده كششي
# 1402-06
Biomediated Conservation of Unwelded Ignimbrites in Kandovan, Iran
# 1401-10
ارزيابي آرايش بهينه پيچ سنگ به منظور پايداري توده سنگ درزه دار با روش DEM-DFN سه بعدي - مطالعه موردي: مغار كلاب 2
# 1401-05