Titlebook: Climate Change Adaptation from Geotechnical Perspectives; Select Proceedings o Hemanta Hazarika,Stuart Kenneth Haigh,Suman Manand Conferenc

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2366-2557 and solutions adopted in the field of geotechnical engineering for sustainable infrastructure towards climate change adaptation. This volume will be of interest to those in academia and industry alike..978-981-99-9217-1978-981-99-9215-7Series ISSN 2366-2557 Series E-ISSN 2366-2565

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Stephen S. Light Ph.D,Jan Adamowski Ph.Drick. Further results on energy simulation analysis showed that building with AAC block (density 660 kg/m.) and FC (density 1000 kg/m.) as walling material exhibited yearly energy consumption of 15,188.24 and 15,608.75 kWh, respectively, which is comparatively lower than that of clay bricks (16,187.

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Michael Flaxman,Juan Carlos Vargas-Morenole strength offered by vetiver roots increased with decreasing root diameter and a good power-fit relationship was obtained between root diameter and tensile strength. Furthermore, the root morphological characteristics were used with root bundle theory to translate the tensile strength offered by r

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Neighborhood-Scale Restoration Projects, growth and root biomass which ensure its use in geotechnical and geo-environmental engineering. Hence, the effect of vetiver grass roots on soil water retention curves (SWRC), permeability (k) functions and shear strength parameters have been experimentally investigated on lateritic soil. Thus, thi

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Howard Mancing,Jennifer Marston Williamped to simulate the thermophysical properties of reinforced soil mixture in both regions. The results show that mPCM was the most effective in soil temperature control during its phase transition. The maximum temperature rise in the mPCM soil layer was 1.4 ℃ under seasonal freezing conditions. With

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