Mohammed H. Baluch
Affiliations: | Civil Engineering Department | King Fahd University of Petroleum and Minerals (Saudi Arabia) |
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Civil EngineeringGoogle:
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Publications
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Saeed MK, Rahman MK, Baluch MH, et al. (2020) Cracking in Concrete Water Tank due to Restrained Shrinkage and Heat of Hydration: Field Investigations and 3D Finite Element Simulation Journal of Performance of Constructed Facilities. 34: 4019100 |
Saeed MK, Rahman MK, Baluch MH. (2019) Influence of steel and polypropylene fibers on cracking due to heat of hydration in mass concrete structures Structural Concrete. 20: 808-822 |
Al‐Shugaa MA, Rahman MK, Baluch MH, et al. (2019) Performance of hollow concrete block masonry walls retrofitted with steel‐fiber and microsilica admixed plaster Structural Concrete. 20: 236-251 |
Al-Osta MA, Khan U, Baluch MH, et al. (2018) Effects of Variation of Axial Load on Seismic Performance of Shear Deficient RC Exterior BCJs International Journal of Concrete Structures and Materials. 12: 1-20 |
AbouHamdah IS, Al-Osta MA, Baluch MH, et al. (2018) Structural behavior of cast-in C-channel anchors in precast concrete under uniaxial tension Structural Concrete. 19: 1157-1173 |
Al-Osta MA, Isa MN, Baluch MH, et al. (2017) Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete Construction and Building Materials. 134: 279-296 |
AlGohi BH, Baluch MH, Rahman MK, et al. (2017) Plastic-Damage Modeling of Unreinforced Masonry Walls (URM) Subject to Lateral Loading Arabian Journal For Science and Engineering. 42: 4201-4220 |
Saleem NS, Baluch MH, Rahman MK, et al. (2017) Experimental Investigations and a New Numerical Model for Evolution of Formwork Pressure in SCC Arabian Journal For Science and Engineering. 42: 3907-3921 |
Saeed MK, Baluch MH, Rahman MK. (2016) Early age thermal cracking of mass concrete blocks with Portland cement and ground granulated blast-furnace slag Magazine of Concrete Research. 68: 647-663 |
Samaaneh MA, Sharif AM, Baluch MH, et al. (2016) Numerical investigation of continuous composite girders strengthened with CFRP Steel and Composite Structures. 21: 1307-1325 |