Title | Recent Advancements on Expansive Soils [electronic resource] : Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) / edited by John S. McCartney, Laureano R. Hoyos |
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Imprint | Cham : Springer International Publishing : Imprint: Springer, 2019 |
Connect to | https://doi.org/10.1007/978-3-030-01914-3 |
Descript | XVI, 189 p. 98 illus., 48 illus. in color. online resource |
Developing an experimental strategy to investigate stress-strain models using kaolin -- Explicit Model for Excess Porewater Pressure Computation in Fine-Grained Soils with Arbitrary Initial Conditions -- A comprehensive approach to determine intrinsic compressibility of reconstituted clays with various initial water contents -- Experimental Study on Distributed Optical Fiber Sensor Based on BOTDR in the Model Tests of Expansive Soil Slope Protected by HPTRM -- Combined Effects of Bottom Ash and Lime on Behaviour of Expansive Soil -- Experimental Investigation on the Compaction and Compressible Properties of Expansive Soil Reinforced with Bagasse Fibre and Lime -- Effect of chemical composition of woodash and lime on stabilization of expansive soil -- Enhancement of Expansive Soil Properties using Cement Kiln Dust Mixed with Lime -- Stabilization of expansive soil with Corex slag and lime for road subgrade -- Monitoring the efficiency of polyurethane resin injection for foundation remediation in damaged residential buildings exposed to expansive clays -- The effect of environmental factors on the stability of residential buildings built on expansive clays -- Generalised Analysis of Under-Reamed Pile Subjected to An-isotropic Swelling Pressure -- Mechanical and Hydraulic Properties of Bentonite Clay Stabilized with Cement, Lime, and Mixed Lime-Cement by Dry and Wet Methods after 5 Years of Curing -- Effect of sulfate contamination on compaction and strength behavior of lime treated expansive soil -- A Proposed Approach for Calculating Collapse Settlement