Numerical analysis of seismic stability of a high centerline tailings dam

M Naeini, A Akhtarpour - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
Rapid growth of mining activities parallel with recent technological progresses in this field
has led to continuous production of great amounts of mining waste. Tailings dams are …

Nested Newmark model to calculate the post-earthquake profile of slopes

BA Leshchinsky - Engineering Geology, 2018 - Elsevier
The Newmark sliding block approach is a common means of evaluating permanent
displacements of slopes undergoing seismic loading. However, the conventional Newmark …

Effect of vertical seismic coefficient on cohesive-frictional soil slope under generalised seismic conditions

PP Sahoo, SK Shukla - International Journal of Geotechnical …, 2021 - Taylor & Francis
In the present work, seismic performance parameters have been reviewed by considering
the possible combined action of vertical and horizontal seismic loadings of the ground …

Slope stability analysis and protection of deep accumulation excavation foundation pit in the Sichuan Bank of the Kahalo Jinsha River Bridge

T Liu, Z Du, Q Cheng, Y Wu, H Lei - IOP Conference Series: Earth …, 2021 - iopscience.iop.org
Abstract The Kahalo Jinsha River Super Large Bridge of the Sichuan Riverside Expressway
spans the deep canyon of the Jinsha River and is situated in a high-intensity, complex, and …

[PDF][PDF] A Comprehensive Seismic Response and Slope Stability Analysis Framework for Evaluating the Stability of Hydraulic-fill Dams

S Chakraborty - 2018 - mavmatrix.uta.edu
This chapter presents the subsurface Vs profiles determined by conducting SASW field tests
on the crest of the EM dam. The trial tests conducted using conventional hand-held …