دنبال کردن
Hassan Sarfaraz
Hassan Sarfaraz
PhD of Rock Mechanics, University of Tehran
ایمیل تأیید شده در ut.ac.ir
عنوان
نقل شده توسط
نقل شده توسط
سال
Stability analysis of slopes with a potential of slide-head-toppling failure
M Amini, H Sarfaraz, K Esmaeili
International journal of rock mechanics and mining sciences 112, 108-121, 2018
432018
Numerical modeling of rock slopes with a potential of block-flexural toppling failure
H Sarfaraz, M Amini
Journal of Mining and Environment 11 (1), 247-259, 2020
212020
Numerical simulation of slide-toe-toppling failure using distinct element method and finite element method
H Sarfaraz, M Amini
Geotechnical and Geological Engineering 38 (2), 2199-2212, 2020
202020
Stability Analysis of Flexural Toppling Failure Using the Sarma’s Method
H Sarfaraz
Geotechnical and Geological Engineering 38 (4), 3667–3682, 2020
152020
Numerical Analysis of Slide-Head-Toppling Failure
H Sarfaraz, MH Khosravi, M Amini
Journal of Mining and Environment 10 (4), 1001-1011, 2019
152019
Numerical modelling of slide-head-toppling failure using FEM and DEM methods
H Sarfaraz, AR Bahrami, R Samani
Journal of Mining and Environment 13 (1), 269-280, 2022
112022
A numerical analysis on the performance of counterweight balance on the stability of undercut slopes
MH Khosravi, H Sarfaraz, M Esmailvandi, T Pipatpongsa
International Journal of Mining and Geo-Engineering 51 (1), 63-69, 2017
112017
Active earth pressure distribution inside narrow backfill considering soil-arching effect
MH Khosravi, H Sarfaraz, T Pipatpongsa, A Sharifdeljuyi
International Journal of Geomechanics 22 (7), 06022013, 2022
92022
An Analytical Solution for Analysis of Block Toppling Failure Using Approach of Fictitious Horizontal Acceleration
H Sarfaraz
Journal of Mining Science 57 (2), 202-209, 2021
92021
A simple theoretical approach for analysis of slide-toe-toppling failure
H Sarfaraz
Journal of Central South University 27 (9), 2745–2753, 2020
82020
Application of Artificial Neural Network for Stability Analysis of Undercut Slopes
H Safaraz, MH Khosravi, T Pipatpongsa, H Bakhshandeh Amnieh
International Journal of Mining and Geo-Engineering, 2021
72021
Theoretical and numerical analysis of cohesive-frictional backfill against battered retaining wall under active translation mode
H Sarfaraz, MH Khosravi, T Pipatpongsa
International Journal of Geomechanics 23 (6), 04023079, 2023
52023
Estimation of passive earth pressure against a battered rigid retaining wall in cohesive-frictional backfill
H Sarfaraz, MH Khosravi, T Pipatpongsa, G Saeidi
Journal of Geomine 1 (1), 22-29, 2023
32023
Stability analysis of block-flexural toppling of rock blocks with round edges
H Sarfaraz
Journal of Mining and Environment 11 (4), 1217-1229, 2020
32020
Numerical Stability Analysis of Undercut Slopes Evaluated by Response Surface Methodology
H Sarfaraz, MH Khosravi, T Pipatpongsa
Journal of Mining and Environment 12 (1), 31-43, 2021
22021
Discussion on “Active earth pressure against inclined rigid retaining wall considering rotation of principal stresses under translation mode” by Luo et al. (2021)
H Sarfaraz, MH Khosravi
Arabian Journal of Geosciences 15 (23), 2022
12022
Systematic Comparison of Design Proposals for Stepped Spillways with Representative Model Data
M Sarfaraz, M Pfister, J Attari, H Sarfaraz
1st International Conference of Dam and Hydropower Engineering, 2012
12012
Determination of shear strength parameters using back analysis and comparing with physical and numerical modelings
H Sarfaraz, E Amini, M Sarlak, F Ashoor
Journal of Environment and Sustainable Mining 1 (1), 65-78, 2023
2023
Discussion on “Design Charts for Jointed Rock Slopes Susceptible to Slide-Head Toppling Failure” by Samson et al. (2023)
H Sarfaraz, M Sarlak
Geotechnical and Geological Engineering, 2023
2023
Determination of shear strength parameters using back analysis
H Sarfaraz, E Amini, F Ashoor, M Sarlak
11th Iranian Mining Engineering Conference & 7th International Mine & Mining …, 2023
2023
سیستم در حال حاضر قادر به انجام عملکرد نیست. بعداً دوباره امتحان کنید.
مقاله‌ها 1–20