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Bashar Tarawneh, Ph.D,P.E
Bashar Tarawneh, Ph.D,P.E
Professor of Civil Engineering, The University of Jordan
Verified email at ju.edu.jo - Homepage
Title
Cited by
Cited by
Year
Anatomy of a world-class source rock: Distribution and depositional model of Silurian organic-rich shales in Jordan and implications for hydrocarbon potential
S Luning, YM Shahin, D Loydell, HT Al-Rabi, A Masri, B Tarawneh, ...
AAPG bulletin 89 (10), 1397-1427, 2005
1302005
Predicting standard penetration test N-value from cone penetration test data using artificial neural networks
B Tarawneh
Geoscience Frontiers 8 (1), 199-204, 2017
712017
Pipe pile setup: database and prediction model using artificial neural network
B Tarawneh
Soils and Foundations 53 (4), 607-615, 2013
622013
Regression versus artificial neural networks: predicting pile setup from empirical data
B Tarawneh, R Imam
KSCE Journal of Civil Engineering 18, 1018-1027, 2014
482014
Peaking deflections of flexible pipe during initial backfilling process
T Masada, SM Sargand
Journal of Transportation Engineering 133 (2), 105-111, 2007
472007
Field verification of structural performance of thermoplastic pipe under deep backfill conditions
APMBT SM Sargand, T Masada, G. Hazen, D. Schehl
NASA STI/Recon Technical Report N 3, 14339, 2002
442002
Use of dynamic cone penetrometer in subgrade and base acceptance
S Wu, S Sargand
Ohio Research Institute for Transportation and the Environment, 2007
392007
Soil arching over deeply buried thermoplastic pipe
SM Sargand, T Masada
Transportation research record 1849 (1), 109-123, 2003
352003
Field performance and analysis of large-diameter high-density polyethylene pipe under deep soil fill
SM Sargand, T Masada, B Tarawneh, D Gruver
Journal of Geotechnical and Geoenvironmental Engineering 131 (1), 39-51, 2005
342005
Risk assessment and update of inspection procedures for culverts
GF Mitchell, T Masada, SM Sargand, B Tarawneh
United States. Federal Highway Administration, 2005
302005
Soil pressure measured at various fill heights above deeply buried thermoplastic pipe
SM Sargand, T Masada, DJ Schehl
Transportation Research Record 1770 (1), 227-235, 2001
282001
Optimization of resilient modulus prediction from FWD results using artificial neural network
B Tarawneh, MD Nazzal
Periodica Polytechnica Civil Engineering 58 (2), 143-154, 2014
242014
Neural network approach to condition assessment of highway culverts: Case study in Ohio
O Tatari, SM Sargand, T Masada, B Tarawneh
Journal of Infrastructure Systems 19 (4), 409-414, 2013
242013
Deeply buried thermoplastic pipe field performance over five years
S Sargand, T Masada, B Tarawneh, D Gruver
Journal of geotechnical and geoenvironmental engineering 134 (8), 1181-1191, 2008
242008
Inspection and risk assessment of concrete culverts under Ohio’s highways
T Masada, SM Sargand, B Tarawneh, GF Mitchell, D Gruver
Journal of Performance of constructed Facilities 21 (3), 225-233, 2007
212007
Gene expression programming model to predict driven pipe piles set-up
B Tarawneh
International Journal of Geotechnical Engineering, 2018
202018
Sustainability management of international development projects by International Non-Governmental Organizations: The case of INGOs working with refugees in Jordan
A Samara, RJ Sweis, B Tarawneh, W Albalkhy, G Sweis, S Alhomsi
International Journal of Construction Management 22 (9), 1657-1666, 2022
182022
Inspection and risk assessment of mechanically stabilized earth walls supporting bridge abutments
B Tarawneh, W Al Bodour, T Masada
Journal of Performance of Constructed Facilities 32 (1), 04017131, 2018
182018
Ground improvement using rapid impact compaction: case study in Dubai
B Tarawneh, M Matraji
Građevinar 66 (11.), 1007-1014, 2014
172014
Use of soil stiffness gauge in thermoplastic pipe installation
SM Sargand, T Masada, B Tarawneh, H Yanni
Journal of transportation engineering 130 (6), 768-776, 2004
172004
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