Parametric assessment for seismic stability of reinforced earth wall with c – ø backfill and surcharge using horizontal slice method
Author:
Affiliation:
1. Department of Civil Engineering, JNTUH Hyderabad Kukatpally, Hyderabad, Telangana, India
2. Department of Sciences (Physics), IIITDM Kurnool, Kurnool, AP, India
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2024.2358132
Reference29 articles.
1. Seismic Stability Analysis of Reinforced Soil Wall Using Horizontal Slice Method
2. Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites
3. Application of expanded polystyrene beads inclusion in lightening lime-zeolite treated clays: strength and stiffness assessment
4. Nondestructive Shear Stiffness Evaluation of EPS-Sand Composites Using Quartz and Calcareous Aggregates
5. DEM model calibration and contact force network analysis of sand-EPS (rigid-soft) granular system subjected to one-dimensional compression
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