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Articles 271 - 277 of 277
Full-Text Articles in Civil and Environmental Engineering
Env-653: Production Of Biosurfactant By Rhodococcus Erythropolis Sp. Cultivated In A Novel Fish Waste Compost Extract Substrate, Khoshrooz Kazemi, Baiyu Zhang, Leonard M. Lye
Env-653: Production Of Biosurfactant By Rhodococcus Erythropolis Sp. Cultivated In A Novel Fish Waste Compost Extract Substrate, Khoshrooz Kazemi, Baiyu Zhang, Leonard M. Lye
Canadian Society for Civil Engineering
Compost generated through fish waste composting could provide an effective source of nutrient-rich organic matter for microbial growth, leading to the production of valuable products such as biosurfactants. Existing biosurfactant production is a relative expensive process and raw materials contribute about 30% of the production cost. Utilizing waste streams such as fish waste compost (FWC) as a substrate is an economically viable alternative. In this study, biosurfactant was produced by Rhodococcus erythropolis sp. P6-4P, a strain isolated from the North Atlantic Ocean. Biosurfactant production with FWC extract was compared with other soluble and insoluble carbon and nitrogen sources using emulsification …
Env-654: Numerical Modelling Of Smouldering Combustion To Optimize Ex Situ Soil Treatment System Design, Rebecca L. Solinger, Jason I. Gerhard, Gavin P. Grant, Grant C. Scholes
Env-654: Numerical Modelling Of Smouldering Combustion To Optimize Ex Situ Soil Treatment System Design, Rebecca L. Solinger, Jason I. Gerhard, Gavin P. Grant, Grant C. Scholes
Canadian Society for Civil Engineering
There is widespread soil contamination at thousands of cites in Canada resulting from the historical improper storage and disposal of industrial liquids (Story et al., 2014). Large financial resources are allocated to remediation efforts due to the human and environmental health risks associated with exposure to such contamination, with over $582 million CAN spent on remediation in 2014-15 by the Canadian government alone (Treasury Board of Canada, 2016). Our scientific understanding of site remediation has evolved greatly over the past decades and it is now widely accepted that remediation of the contaminant source zone is necessary to achieve a high …
Str-920: Structural Behaviour Of Reinforced High Performance Concrete Columns Subjected To Monotonic Axial Loading, Ali E. Yeganeh, Khandaker M. Anwar Hossain, M. S. Anwar
Str-920: Structural Behaviour Of Reinforced High Performance Concrete Columns Subjected To Monotonic Axial Loading, Ali E. Yeganeh, Khandaker M. Anwar Hossain, M. S. Anwar
Canadian Society for Civil Engineering
This paper presents the results of experimental and analytical investigations on the structural performance of high performance reinforced concrete (HPC) columns subjected to monotonic axial loading. Reinforced columns made of self-consolidating concrete (SCC), engineered cementitious composite (ECC) and ultra-high performance concrete (UHPC) were tested to failure under axial loading. The test variables included concrete strength and length/slenderness of columns (classified as short and long columns). The UHPC and ECC columns demonstrated excellent ductility and higher energy absorbing capacity compared to their SCC counterparts. UHPC columns also illustrated higher ultimate load capacity compared to both ECC and SCC columns. The efficiency …
Str-927: Shear Resistance Of Lightweight Self-Consolidating Concrete Beams, K. Sathiyamoorthy, Khandaker M. Anwar Hossain, A. Lotfy
Str-927: Shear Resistance Of Lightweight Self-Consolidating Concrete Beams, K. Sathiyamoorthy, Khandaker M. Anwar Hossain, A. Lotfy
Canadian Society for Civil Engineering
This paper presents the shear behavior of lightweight self-consolidating concrete (LWSCC) beams without shear reinforcement compared to those made with normal weight self-consolidating concrete (SCC). The variables in this experimental and Code based study was shear span to depth ratio, concrete types and longitudinal reinforcement. The performance of LWSCC was compared with normal SCC beams based on load-deformation response, stress-strain development, and shear strength and failure modes. LWSCC beams showed lower post-cracking shear resistance and the shear strength of LWSCC/SCC beams increased with the decrease of shear span to depth ratio. LWSCC beams showed higher number of cracks and wider …
Str-928: Shear Resistance Of Composite Beams Without Shear Reinforcement, Md. Saiful Hasib, Khandaker M. Anwar Hossain
Str-928: Shear Resistance Of Composite Beams Without Shear Reinforcement, Md. Saiful Hasib, Khandaker M. Anwar Hossain
Canadian Society for Civil Engineering
This paper presents the shear behaviour of composite beams made of combinations of high performance concretes (HPCs) such as self-consolidating concrete (SCC) and ductile Engineered Cementitious Composite (ECC). The variables in this experimental and Code based study was shear span to depth ratio, concrete types, longitudinal reinforcement and depth ratio (of ECC and SCC layer). The performance of ECC-SCC composite beams was compared with full depth normal SCC beams based on load-deformation response, stress-strain development, shear strength, failure mode, energy absorption capacity and aggregate-dowel action. The performance of American code in predicting shear strength of SCC beams including ECC-SCC composite …
Mat-712: Microstructural Investigations On The Self-Healing Ability Of Engineered Cementitious Composites Incorporating Different Mineral Admixtures, Ahmed Alyousif, Khandaker M. Anwar Hossain, Mohamed Lachemi, Mustafa Sahmaran
Mat-712: Microstructural Investigations On The Self-Healing Ability Of Engineered Cementitious Composites Incorporating Different Mineral Admixtures, Ahmed Alyousif, Khandaker M. Anwar Hossain, Mohamed Lachemi, Mustafa Sahmaran
Canadian Society for Civil Engineering
The present study investigates the impacts that self-healing has on the microstructure characteristics of microcracked Engineered Cementitious Composites (ECC). These have two contrasting maturity levels and, furthermore, they involve three varying mineral admixtures that have very different chemical constituents. The impact of self-healing on the transport characteristics was examined by employing rapid chloride permeability tests (RCPT). The findings indicated that, if the appropriate mineral admixture type and conditioning were chosen, it would be possible to enhance the majority of the chloride ion penetrability levels following a 30-day period of water curing. As a result, the majority of the findings were …
Mat-731: Mechanical & Durability Properties Of Engineered Cementitious Composites With Different Aggregates, Mohamed A. A. Sherir, Khandaker M. Anwar Hossain, Mohamed Lachemi
Mat-731: Mechanical & Durability Properties Of Engineered Cementitious Composites With Different Aggregates, Mohamed A. A. Sherir, Khandaker M. Anwar Hossain, Mohamed Lachemi
Canadian Society for Civil Engineering
This paper presents the outcome of a study conducted to exhibit the effect of micro-silica sand and mortar sand on fresh, mechanical and durability properties of Engineered Cementitious Composites (ECCs). ECC is a ductile concrete characterized by strain hardening and multiple-cracking behavior under tension and shear. This study used locally available aggregates instead of standard micro-silica sand to produce cost-effective, sustainable and green ECC mixtures to be used for construction applications. ECCs prepared by both types of sands exhibited almost similar behaviour in terms of fresh, mechanical and durability properties which indicated the viability of producing ECC mixtures with mortar …