Effect of Loading Rate on the Felicity effect of Three Rock Types Y Zhang, C Yulong, P Jin, W Yang, M Irfan Rock Mechanics and Rock Engineering 50, 1673-1681, 2017 | 68 | 2017 |
Engineering behavior of expansive soils treated with rice husk ash M Aziz, M Saleem, M Irfan Geomechanics and Engineering 8 (2), 173-186, 2015 | 48 | 2015 |
Effects of soil deformation and saturation on elastic wave velocities in relation to prediction of rain-induced landslides M Irfan, T Uchimura, C Yulong Engineering Geology 230, 84-94, 2017 | 41 | 2017 |
Elastic wave velocity monitoring as an emerging technique for rainfall-induced landslide prediction C Yulong, ... Landslides 15, 1155-1172, 2018 | 36 | 2018 |
Geotechnical characteristics of effluent contaminated cohesive soils MI Khan, M Irfan, M Aziz, AH Khan Journal of Environmental Engineering and Landscape Management 25 (1), 75-82, 2017 | 33 | 2017 |
Verification of the Kaiser Effect in Rocks Under Tensile Stress: An Experiment Using the Brazilian Test C Yulong, M Irfan, C Song International Journal of Geomechanics 18 (7), 04018059-1, 2018 | 32 | 2018 |
Development of elastic wave velocity threshold for rainfall-induced landslide prediction and early warning Y Chen, M Irfan, T Uchimura, Y Wu, F Yu Landslides, 2019 | 30 | 2019 |
Detection of Water Infiltration and Deformation of Unsaturated Soils by Elastic Wave Velocity C Yulong, T Uchimura, M Irfan, D Huang, J Xie Landslides, 2017 | 28 | 2017 |
Feasibility of using elastic wave velocity monitoring for early warning of rainfall-induced slope failure C Yulong, M Irfan, T Uchimura, K Zhang Sensors 18 (4), 997, 2018 | 23 | 2018 |
An experimental study on the shear strengthening of reinforced concrete deep beams with carbon fiber reinforced polymers MA Javed, M Irfan, S Khalid, Y Chen, S Ahmed KSCE Journal of Civil Engineering 20 (7), 2802-2810, 2016 | 22 | 2016 |
Experimental study of Kaiser effect under cyclic compression and tension tests C Yulong, I Muhammad Geomechanics and Engineering 14 (2), 203-209, 2018 | 16 | 2018 |
Effects of Soil Moisture on Shear and Dilatational Wave Velocities Measured in Laboratory Triaxial Tests M Irfan, T Uchimura Advances in Soil Mechanics and Geotechnical Engineering, Volume 2 …, 2013 | 16 | 2013 |
Modified triaxial apparatus for determination of elastic wave velocities during infiltration tests on unsaturated soils M Irfan, T Uchimura KSCE Journal of Civil Engineering, 197-207, 2016 | 15 | 2016 |
Development and Performance Evaluation of Disk-Type Piezoelectric Transducer for Measurement of Shear and Compression Wave Velocities in Soil M Irfan, T Uchimura Journal of Earthquake Engineering 22 (1), 147-171, 2018 | 12 | 2018 |
Strength and deformation characteristics of degradable granular soils M Aziz, I Towhata, M Irfan Geotechnical Testing Journal 39 (3), 452-461, 2016 | 12 | 2016 |
Estimation of elastic wave velocity through unsaturated soil slope as function of water content and shear deformation Y Chen, M Irfan, T Uchimura Soils and Foundations 59, 2180-2194, 2019 | 10 | 2019 |
Helical filter paper technique for uniform distribution of injected moisture in unsaturated triaxial specimens M Irfan, T Uchimura Soils and Foundations 55 (4), 749-760, 2015 | 10 | 2015 |
Segmented Loop Algorithm of Theoretical Calculation of Trajectory of Rockfall M Irfan, Y Chen Geotechnical and Geological Engineering 35 (1), 377-384, 2017 | 9 | 2017 |
A Parametric Study on Stability of Open Excavations in Alluvial Soils of Lahore District, Pakistan M Irfan, A Akbar, M Aziz, AH Khan Geotechnical and Geological Engineering 31 (2), 729-738, 2013 | 8 | 2013 |
Elastic wave propagation through unsaturated soils concerning early warning of rain-induced landslides M Irfan The University of Tokyo, 2014 | 4 | 2014 |