A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reliability assessment of deep excavations in spatially random cohesion weakening friction strengthening massive rocks: Application to nuclear repositories
Reliability assessment of deep excavations in spatially random cohesion weakening friction strengthening massive rocks: Application to nuclear repositories
Reliability assessment of deep excavations in spatially random cohesion weakening friction strengthening massive rocks: Application to nuclear repositories
Underground Space
Kumar, Akshay (author) / Tiwari, Gaurav (author)
Underground Space ; 13
2023-12-01
Article (Journal)
Electronic Resource
English
Study of an Anisotropic Cohesion Weakening–Friction Strengthening Model for Bedded Shale
| Springer Verlag | 2025
Reliability-Based Design for Basal Heave Stability of Deep Excavations in Spatially Varying Soils
| British Library Online Contents | 2012
Reliability-Based Design for Basal Heave Stability of Deep Excavations in Spatially Varying Soils
| Online Contents | 2012
Reliability-Based Design for Basal Heave Stability of Deep Excavations in Spatially Varying Soils
| Online Contents | 2012