Optimisation of a Slope-Stabilisation System Combining Gabion-Faced Geogrid-Reinforced Retaining Wall with Embedded Piles

Author:

Wang YujiaORCID,Smith John V.ORCID,Nazem MajidrezaORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference46 articles.

1. Abaqus (2018) Abaqus manuals, version 2018. Dassault Systemes Simulia Corp., Providence, RI, USA

2. Brumley J (1983) Slope stability in the Strzelecki Ranges, Victoria. In: Knight MJ, Minty EJ, Smith RB (eds) Case studies in engineering geology, hydrogeology and environmental geology, Australia. Geological Society of Australia, Hornsby, Australia, 127–147

3. Cai F, Ugai K (2000) Numerical analysis of the stability of a slope reinforced with piles. Soils and Foundations 40(1):73–84, DOI: https://doi.org/10.3208/sandf.40.73

4. Chen Z, Mi H, Zhang F, Wang X (2003) A simplified method for 3D slope stability analysis. Canadian Geotechnical Journal 40(3):675–683, DOI: https://doi.org/10.1139/t03-002

5. Chen LT, Poulos HG (1997) Piles subjected to lateral soil movements. Journal of Geotechnical and Geoenvironmental Engineering 123(9):802–811, DOI: https://doi.org/10.1061/(ASCE)1090-0241(1997)123:9(802)

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