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Abdelmalek Bouazza

Researcher at Monash University

Publications -  300
Citations -  6575

Abdelmalek Bouazza is an academic researcher from Monash University. The author has contributed to research in topics: Geosynthetic clay liner & Pile. The author has an hindex of 41, co-authored 286 publications receiving 5117 citations. Previous affiliations of Abdelmalek Bouazza include Asian Institute of Technology & Zhejiang University.

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Geosynthetic clay liners

TL;DR: A review of the main findings is presented with the focus on the critical aspects affecting the service life of GCLs from this work, a general insight is gained on the design implications for systems that incorporate geosynthetic clay liners.
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Improvement of soft soils using geogrid encased stone columns

TL;DR: In this article, the results of a series of small-scale model column tests that were undertaken to investigate the behaviour of geogrid encased columns were discussed. And the results indicated a steady reduction in vertical strain with increasing encased length for both isolated columns and group columns and a significant increase in column stiffness and further reduction in column strain was observed for fully-encased columns.
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Thermal conductivity of soils and rocks from the Melbourne (Australia) region

TL;DR: In this article, the authors present the results of a laboratory study of the thermal conductivity of six soils and three rock types was experimentally measured using both a thermal needle probe and a divided bar apparatus.
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Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling

TL;DR: In this paper, the authors studied the thermally induced volume change occurring under a drained heating condition in saturated fine-grained soils and found that saturated fine grained soils exhibit a thermally-induced volume change.
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Thermally induced volume change and excess pore water pressure of soft Bangkok clay

TL;DR: In this article, an experimental investigation carried out to study thermally induced volume changes under drained heating condition and temperature induced excess pore water pressure under undrained heating condition of soft Bangkok clay was conducted.