Studies on Characteristics, Applications and Strength Improvement of Marine Clay: A Review

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ISSN Print: 2327-4336
ISSN Online: 2327-4344
www.scirp.org/journal/gep
E-mail: gep@scirp.org

"Studies on Characteristics, Applications and Strength Improvement of Marine Clay: A Review"
written by R. Saisubramanian, V. Murugaiyan, T. Sundararajan,
published by Journal of Geoscience and Environment Protection, Vol.7 No.1, 2019

has been cited by the following article(s):

[1]	Utilization of incineration bottom ash, waste marine clay, and ground granulated blast-furnace slag as a construction material
	Resources, Conservation and Recycling, 2022

[2]	Amending excavated soft marine clay with fine incineration bottom ash as a fill material for construction of transportation infrastructure
	Transportation Geotechnics, 2022

[3]	Research on Nanoeffect of Penetration and Consolidation under Nonlinear Characteristics of Saturated Soft Clay
	International Journal of Analytical …, 2022

[4]	A Novel Strength Model for Cement Marine Clay Based on the Mechanical-Chemical Coupling Behavior
	Journal of Marine Science and …, 2021

[5]	Behaviour of Soft Clayey Soil Improved by Fly Ash and Geogrid under Cyclic Loading
	2020

[6]	Physical and Mechanical Properties of a Bulk Lightweight Concrete with Expanded Polystyrene (EPS) Beads and Soft Marine Clay
	Materials, 2019

[7]	Studies on the Characteristics of Marine Clay at Puducherry along the East Coast of India
	Journal of Engineering Research and Application, 2019

[1]	Research on Nanoeffect of Penetration and Consolidation under Nonlinear Characteristics of Saturated Soft Clay International Journal of Analytical Chemistry, 2022 DOI:10.1155/2022/7463817

[2]	A Novel Strength Model for Cement Marine Clay Based on the Mechanical-Chemical Coupling Behavior Journal of Marine Science and Engineering, 2021 DOI:10.3390/jmse9121454

[3]	Physical and Mechanical Properties of a Bulk Lightweight Concrete with Expanded Polystyrene (EPS) Beads and Soft Marine Clay Materials, 2019 DOI:10.3390/ma12101662

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