D
Dhanada Kanta Mishra
Researcher at Hong Kong University of Science and Technology
Publications - 25
Citations - 1825
Dhanada Kanta Mishra is an academic researcher from Hong Kong University of Science and Technology. The author has contributed to research in topics: Fly ash & Cement. The author has an hindex of 10, co-authored 18 publications receiving 1410 citations. Previous affiliations of Dhanada Kanta Mishra include Biju Patnaik University of Technology & University of Michigan.
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Thermolysis of waste plastics to liquid fuel: A suitable method for plastic waste management and manufacture of value added products—A world prospective
TL;DR: A review of the available literature in this field of active research and identifies the gaps that need further attention can be found in this article, where a number of pilot, demonstration and commercial plants processing various types of plastic wastes in Germany, Japan, USA, India, and elsewhere.
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Matrix design for pseudo-strain-hardening fibre reinforced cementitious composites
TL;DR: In this paper, the influence of matrix properties on composite pseudo-strain-hardening has been studied and a new class of ECCs with improved elastic modulus by the addition of fine aggregates to the cementitious matrix is proposed.
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Effect of sulphuric acid treatment on the physico-chemical characteristics of kaolin clay
TL;DR: In this article, the physicico-chemical characteristics of acid-leached kaolinite clay were studied by XRF, XRD, FTIR, TGA, DTA, SEM and N 2 adsorption techniques.
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On the shear behavior of engineered cementitious composites
Victor C. Li,Victor C. Li,Dhanada Kanta Mishra,Dhanada Kanta Mishra,Antoine E. Naaman,Antoine E. Naaman,James K. Wight,James K. Wight,James M. LaFave,James M. LaFave,Hwai Chung Wu,Hwai Chung Wu,Yasou Inada,Yasou Inada +13 more
TL;DR: In this paper, the structural response of shear beams made of a special class of cementitious composites, referred to as ECCs, is investigated. And the improved performance in shear over conventional plain, fiber-reinforced, and wire mesh reinforced concrete is demonstrated.
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Tensile Behavior of Cement‐Based Composites with Random Discontinuous Steel Fibers
TL;DR: In this article, the tensile properties of cement-based composites containing random discontinuous steel fibers are reported and direct tensile tests are performed to study the effects of fiber length, interfacial bonding, and processing conditions on composite properties.