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Optimization of synergy between cement, slag, and phosphogypsum for marine soft clay solidification
Construction and Building Materials, 2023Sichen Li +3 more
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Clay–Water∕Cement Ratio Identity for Cement Admixed Soft Clays
Journal of Geotechnical and Geoenvironmental Engineering, 2005The in situ deep mixing technique is an established means of enhancing bearing capacity and reducing settlement by placing columnar inclusions in soft ground. Developments in equipment and field techniques to implement this method have surpassed the basic understanding of strength development in soft clays admixed with cementing agents at water ...
Suksun Horpibulsuk +2 more
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Estimation of Settlement of Pile Group in Clay Using Soft Computing Techniques
Geotechnical and Geological Engineering, 2023Jitendra Khatti, Hanan Samadi, K. Grover
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Performance of Soft Clay Reinforced with Encased Stone Column: A Systematic Review
International Journal of Geosynthetics and Ground Engineering, 2022B. K. Pandey, S. Rajesh, S. Chandra
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Rheological catastrophic model for soft clays
Journal of Central South University, 2012A brief review of the former studies on the mechanisms of soil rheology and microstructure is presented. Then a microstructure model and a set of rheological constitutive relations for soft clays, which describe how the rheological consolidation settlement develops, are established in the framework of the catastrophe theory.
Bo-ning Ma, Xin-yu Xie, Kai-fu Liu
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Field Instrumentation for Soft Clay
1981This article presents a general review of contemporary instrumentation concepts and procedures as applied to geotechnical engineering projects in soft clay. The need for instrumentation is discussed, and the types of measurements most frequently required as well as the measurement techniques generally employed are pointed out.
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Electrokinetic strengthening of soft clay
Proceedings of the Institution of Civil Engineers - Ground Improvement, 2009The use of electrokinetic treatment to decrease the water content and increase the shear strength, preconsolidation pressure and axial load capacity of a laboratory-prepared soft clay soil was investigated. The tests were carried out in four identical electrokinetic cells. The cell has a volume capacity of 10 litres.
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