Search
CSV
RISRequired Lining Pressure for the Stability of Twin Circular Tunnels in Soils
Publisher: American Society of Civil Engineers
Abstract: In this study, the stability of twin circular tunnels in purely cohesive and cohesive-frictional soils was evaluated. It is assumed that the internal compressive normal pressure (σi) required to support the tunnels, by ...
Closure to “Bearing Capacity of Shallow Strip Foundations in Sand under Eccentric and Oblique Loads” by R. Ganesh, Sunil Khuntia, and Jagdish Prasad Sahoo
Publisher: American Society of Civil Engineers
Coupled Probabilistic and Numerical Limit Analysis for Stability Assessment of Rock Tunnels Considering Uncertainties of Input Rock Properties
Publisher: American Society of Civil Engineers
Abstract: Abstract This study presents a stability analysis of circular tunnels in rock masses following
the generalized Hoek–Brown (GHB) yield criterion with uncertain rock properties. Hybrid
second-order exponential cone programming ...