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Densification and Improvement of Hydraulic Fills
James K. Mitchell
- pp 606-633
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The article was published on 1988-01-01 and is currently open access. It has received 10 citations till now. The article focuses on the topics: Soil stabilization.read more
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Mitigation of liquefaction and associated ground deformations by stone columns
Korhan Adalier,Ahmed Elgamal +1 more
TL;DR: A comprehensive review of the current state of the stone column technologies as a liquefaction countermeasure is presented in this paper, which provides insights for design and construction, compile the latest research developments, and identify sources of useful information.
Journal ArticleDOI
Desiccation theory for soft cohesive soils
TL;DR: In this article, a new desiccation theory is developed that provides a rational framework for the consolidation and desiccation analysis of soft fine-grained waste soils, which includes four consecutive segments that correspond chronologically to the phases that a soft soil layer undergoes in the field after deposition.
Journal ArticleDOI
Cyclic undrained behavior of silty sand
D. Erten,M.H. Maher +1 more
TL;DR: In this paper, the effect of fine content on the pore pressure generation in sand was investigated using laboratory cyclic triaxial tests with a cyclic shear strain range of 0·015-1·5%.
Journal ArticleDOI
Centrifuge and Large-Scale Modeling of Seismic Pore Pressures in Sands: Cyclic Strain Interpretation
Tarek Abdoun,Marcelo Gonzalez,S. Thevanayagam,Ricardo Dobry,Ahmed-W. Elgamal,Mourad Zeghal,Vicente Mercado,U. El Shamy +7 more
TL;DR: In this paper, the pore pressure buildup in a sand deposit as a result of base shaking was evaluated by comparison with a large-scale experiment, and the results showed that the simulation results were in good agreement with the prototype.
Journal ArticleDOI
Mechanics of Lateral Spreading Observed in a Full-Scale Shake Test
Ricardo Dobry,S. Thevanayagam,Claudia Medina,R. Bethapudi,Ahmed Elgamal,Victoria Bennett,Tarek Abdoun,Mourad Zeghal,U. El Shamy,Vicente Mercado +9 more
TL;DR: In this article, the authors examined the mechanics of lateral spreading observed in a full-scale test of a sloping saturated fine sand deposit, representative of liquefiable, young alluvial and hydraulic fill sands in the field.