Showing results 115 to 134 of 213
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| Issue Date | Title | Author(s) |
| 2020-02-01 | Interpretation of Dynamic Pile Load Testing for Open-Ended Tubular Piles Using Finite-Element Method | Aghayarzadeh, M; Khabbaz, H; Fatahi, B; Terzaghi, S |
| 2017-01-01 | Investigating Effects of Fracture Density on Stress-Strain Behaviour of Jointed Rocks Using Discrete Element Method | Zhang, X; Fatahi, B; Khabbaz, H; Zhang, H |
| 2019-01-01 | Investigating Effects of Individual Fracture Length on Behaviour of Weak Rock Using Discrete Element Method | Zhang, X; Fatahi, B; Khabbaz, H |
| 2018-01-01 | Investigating Effects of Particle Scaling for Cavity Expansion Simulation Using Discrete Element Method | Dong, Y; Fatahi, B; Khabbaz, H; Kamruzzaman, AHM; Zhou, A; Tao, J; Gu, X; Hu, L |
| 2008-12-01 | Investigating erosional behaviour of chemically stabilised erodible soils | Indraratna, B; Muttuvel, T; Khabbaz, H |
| 2022-10-01 | Investigation of the effect of surfactant on the electrokinetic treatment of PFOA contaminated soil | Ganbat, N; Altaee, A; Zhou, JL; Lockwood, T; Al-Juboori, RA; Hamdi, FM; Karbassiyazdi, E; Samal, AK; Hawari, A; Khabbaz, H |
| 2013-11-18 | Long-term viscoplastic behaviour of embankments built on improved soft soil using vertical drains | Azari, B; Fatahi, B; Khabbaz, H |
| 2021-01-01 | Machine learning aided stochastic slope stability analysis | Liu, Z; Wu, D; Sheng, D; Fatahi, B; Khabbaz, H |
| 2012-06-01 | Mechanical characteristics of soft clay treated with fibre and cement | Fatahi, B; Khabbaz, H |
| 2016-01-01 | Mechanical Model to Analyse Multilayer Geosynthetic Reinforced Granular Layer in Column Supported Embankments | Ghosh, B; Fatahi, B; Khabbaz, H |
| 2010-01 | Methods for Estimating Internal Erosion in Embankment Dams | Khan, A; Khan, EU; Nasir, AB; Khabbaz, H; Kibria, S; Qureshi, HM; Rana, AM |
| 2019-09-01 | Mixed hardening hyper-viscoplasticity model for soils incorporating non-linear creep rate - H-creep model | Aung, Y; Khabbaz, H; Fatahi, B |
| 2014-01-01 | Modelling behaviour of cemented clay capturing cementation degradation | Nguyen, L; Fatahi, B; Khabbaz, H |
| 2019-01-04 | Modelling of columns and fibre reinforced load transfer platform supported embankments | Dang, LC; Dang, CC; Khabbaz, H |
| 2006-01 | Modelling of soil improvement induced by tree root suction | Fatahi, B; Indraratna, B; Khabbaz, H; Buys, H; Hewitt, P; Moyle, R |
| 2014-01-01 | Modelling of unsaturated ground behaviour influenced by vegetation transpiration | Fatahi, B; Khabbaz, H; Indraratna, B |
| 2009-01-01 | Modelling the erosion rate of chemically stabilized soil incorporating tensile force - deformation characteristics | Indraratna, B; Muttuvel, T; Khabbaz, H |
| 2013-01 | A Newupper Bound Solution To Quantify The Ultimate Bearing Capacity Of Shallow Foundations On Restricted Soil | Afsharmazandaran, R; Khabbaz, H; Hossain, MZ; Shahin, HM |
| 2016-01-01 | A Novel Model to Simulate the Behaviour of Cement-Treated Clay under Compression and Shear | Nguyen, L; Fatahi, B; Khabbaz, H |
| 2018-01-01 | Numerical analysis of concrete piles driving in saturated dense and loose sand deposits | Aghayarzadeh, M; Khabbaz, H; Fatahi, B |
