Zihan Wang

ORCID: 0000-0002-3429-281X
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About
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Research Areas
  • Geotechnical Engineering and Soil Stabilization
  • Geotechnical Engineering and Analysis
  • Landfill Environmental Impact Studies

Hebei University of Technology
2022

Current design methods for geosynthetic-reinforced soil (GRS) walls in a tiered configuration mostly focus on wall stability by determining required tensile strength and layout of reinforcement. A finite difference numerical model was firstly verified with the available field measured results single GRS test two-tiered literature, then used to analyze lateral displacements multitiered modular concrete block facing. parametric study conducted evaluate effect backfill properties (friction...

10.1061/(asce)gt.1943-5606.0002853 article EN Journal of Geotechnical and Geoenvironmental Engineering 2022-06-17
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