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RISSlope Stability Analysis Method Based on Known Seepage Lines
Publisher: American Society of Civil Engineers
Abstract: Abstract The seepage field is a prerequisite for solving effective stress and conducting stability
analysis, but solving saturated and unsaturated seepage fields is relatively complex,
and the calculated results usually ...
Reconciliation of the Effective Stress Equation between Macroscopic and Microscopic Static Equilibria
Publisher: American Society of Civil Engineers
Abstract: AbstractThe effective stress equation is considered as the cornerstone of soil mechanics,
yet it has been subject to diverse interpretations and debates since its inception.
Efforts have been made to study the effective ...
Jointed Rock Slope Stability Analysis Using Finite-Element Limit-Equilibrium Method
Publisher: American Society of Civil Engineers
Abstract: Abstract The finite-element limit-equilibrium method (FELEM) has been successfully applied
for the stability analysis of soil slopes and homogeneous rock slopes. It employs
optimization algorithms to identify the critical ...
Tunnel Stability Analysis Based on the Finite-Element Limit-Equilibrium Method
Publisher: American Society of Civil Engineers
Abstract: Abstract Stability assessment is crucial for tunnel support design and for long-term operation
and maintenance. Conventional studies usually treat collapses of the tunnel sidewall
and roof as independent problems and analyze ...
Performance Evaluation of Asphalt Mixture with Nanosized Volcanic Ash Filler
Publisher: American Society of Civil Engineers
Abstract: Volcanic ash has been found to be able to improve the performance of asphalt mixture. To understand the mechanism of action of the nanosized volcanic ash fine filler on asphalt mixture and find proper types of volcanic ...