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Omar Al Hattamleh
Title
Cited by
Cited by
Year
Estimation of rock engineering properties using hardness tests
FI Shalabi, EJ Cording, OH Al-Hattamleh
Engineering Geology 90 (3-4), 138-147, 2007
3012007
Effect of glass fiber on the properties of expansive soil and its utilization as subgrade reinforcement in pavement applications
S Rabab’ah, O Al Hattamleh, H Aldeeky, BA Alfoul
Case Studies in Construction Materials 14, e00485, 2021
1162021
Representative elementary volume analysis of sands using X-ray computed tomography
MR Razavi, B Muhunthan, O Al Hattamleh
Geotechnical Testing Journal 30 (3), 212-219, 2007
852007
Numerical procedures for deformation calculations in the reinforced soil walls
O Al Hattamleh, B Muhunthan
Geotextiles and Geomembranes 24 (1), 52-57, 2006
832006
Analysis and design of wire mesh/cable net slope protection
B Muhunthan, S Shu, N Sasiharan, OA Hattaleh, TC Badger, SM Lowell, ...
California Department of Transportation, 2005
812005
Experimental study on the utilization of fine steel slag on stabilizing high plastic subgrade soil
H Aldeeky, O Al Hattamleh
Advances in Civil Engineering 2017 (1), 9230279, 2017
742017
Prediction of engineering properties of basalt rock in Jordan using ultrasonic pulse velocity test
H Aldeeky, O Al Hattamleh
Geotechnical and Geological Engineering 36 (6), 3511-3525, 2018
552018
Performance of asphalt mixes containing RAP
T Al-Rousan, I Asi, O Al-Hattamleh, H Al-Qablan
Jordan Journal of Civil Engineering 2 (3), 218-227, 2008
542008
Mechanical and Physical Based Artificial Neural Network Models for the Prediction of the Unconfined Compressive Strength of Rock
HHAOHAH Wasim S. Barham, Samar R. Rabab’ah
Geotechnical and Geological Engineering 38 (https://doi.org/10.1007/s10706 …, 2020
532020
Assessing the uniaxial compressive strength and tangent Young’s modulus of basalt rock using the Leeb rebound hardness test
H Aldeeky, O Al Hattamleh, S Rababah
Materiales de Construcción 70 (340), e230-e230, 2020
472020
Optimization of the structural performance of buried reinforced concrete pipelines in cohesionless soils
O Alshboul, G Almasabha, A Shehadeh, O Al Hattamleh, AS Almuflih
Materials 15 (12), 4051, 2022
462022
Structural performance of buried reinforced concrete pipelines under deep embankment soil
G Almasabha, A Shehadeh, O Alshboul, O Al Hattamleh
Construction Innovation 24 (5), 1280-1296, 2024
432024
The consequence of particle crushing in engineering properties of granular materials
OH Al Hattamleh, HH Al-Deeky, MN Akhtar
International Journal of Geosciences 4 (7), 1055-1060, 2013
402013
Gradient plasticity modelling of strain localization in granular materials
O Al Hattamleh, B Muhunthan, HM Zbib
International journal for numerical and analytical methods in geomechanics …, 2004
322004
Effect of sand placement method on the interface friction of sand and geotextile
H Aldeeky, O Al Hattamleh, B Abu Alfoul
International Journal of Civil Engineering 14 (2), 133-138, 2016
272016
A Comparison of piezoelectric materials for MEMS power generation
H Bardaweel, O Al Hattamleh, R Richards, D Bahr, C Richards
The sixth International Workshop on Micro and Nanotechnology for power …, 2006
242006
Stress distribution in granular heaps using multi‐slip formulation
O Al Hattamleh, B Muhunthan, HM Zbib
International journal for numerical and analytical methods in geomechanics …, 2005
232005
Multi-slip gradient formulation for modeling microstructure effects on shear bands in granular materials
O Al Hattamleh, B Muhunthan, HM Zbib
International journal of solids and structures 44 (10), 3393-3410, 2007
222007
Resilient response and permanent strain of subgrade soil stabilized with byproduct recycled steel and cementitious materials
S Rabab’ah, O Al Hattamleh, H Aldeeky, MM Aljarrah, HA Al_Qablan
Journal of Materials in Civil Engineering 32 (6), 04020139, 2020
212020
Effect of grain crushing and bedding plane inclination on Aqaba sand behavior
O Al Hattamleh, F AlShalabi, H Al Qablan, T Al-Rousan
Bulletin of Engineering Geology and the Environment 69 (1), 41-49, 2010
192010
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Articles 1–20