Frontiers of Structural and Civil Engineering
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#1Jagmeet Singh (NITJ: Dr. B. R. Ambedkar National Institute of Technology Jalandhar)H-Index: 4
#2Shishu Pal Singh (NITJ: Dr. B. R. Ambedkar National Institute of Technology Jalandhar)H-Index: 2
This study was focused on developing concrete using alkali-activated copper slag (AACS) as a binder. The properties of alkali-activated copper slag concrete (AACSC) were compared with portland cement concrete (PCC). Different AACSC mixes were prepared with varying Na2O dosage (6% and 8% of the binder by weight) and curing methods. Hydration products in AACSC were retrieved using Fourier-transform infrared spectroscopy (FTIR) and X-ray powder diffraction (XRD) techniques. The test results indicat...
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#1Ahmad Sharafati (IAU: Islamic Azad University)H-Index: 18
#2Masoud Haghbin (UGR: University of Granada)H-Index: 1
Last. Zaher Mundher Yaseen (New Era Cap Company)H-Index: 40
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The scouring phenomenon is one of the major problems experienced in hydraulic engineering. In this study, an adaptive neuro-fuzzy inference system is hybridized with several evolutionary approaches, including the ant colony optimization, genetic algorithm, teaching-learning-based optimization, biogeographical-based optimization, and invasive weed optimization for estimating the long contraction scour depth. The proposed hybrid models are built using non-dimensional information collected from pre...
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Different microstructures of the same polymer-modified bitumen (PMB) were obtained by subjecting the bitumen modified with styrene-butadiene-styrene (SBS) copolymer to isothermal annealing at various temperatures. The effects of the morphology on the rheological properties of SBS-modified bitumen were investigated within the high-temperature range. The PMB microstructures were quantitatively evaluated using image analysis. A dynamic shear rheometer was used to measure the rheological parameters ...
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#1Jifeng Lian (SWUST: Southwest University of Science and Technology)
#2Jiujiang Wu (SWUST: Southwest University of Science and Technology)
Normally, the edge effects of surficial landslides are not considered in the infinite slope method for surficial stability analysis of soil slopes. In this study, the limit stress state and discrimination equation of an infinite slope under saturated seepage flow were analyzed based on the Mohr-Coulomb strength criterion. Therefore, a novel failure mode involving three sliding zones (upper tension zone, middle shear sliding zone, and lower compression zone) was proposed. Accordingly, based on th...
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