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Earthquake-induced permanent displacements of embedded cantilever retaining walls

Géotechnique
Stability analysis of retaining walls in seismic areas is generally performed by calculating a safety factor against a possible mechanism of collapse. However, considering that limit conditions usually occur in some time intervals during an earthquake, a more rational approach consists in assessing the performance of the structure in terms of ...
Conte, Enrico   +2 more
openaire   +2 more sources

A new permanent displacement model considering pulse-like ground motions and its application in landslide hazard assessment

Soil Dynamics and Earthquake Engineering, 2022
Yingbin Zhang   +2 more
exaly  

Seismic-induced permanent displacement estimation combining acceleration and computer vision measurements

Mechanical Systems and Signal Processing, 2023
Hoon Sohn, Jaemook Choi, Kiyoung Kim
exaly  

Permanent displacement of liquified ground

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1993
openaire   +1 more source

Predicting Permanent Displacements of Slopes under Earthquake Loading

2014
Seismic stability of the slopes are usually evaluated by using the pseudo-static method of analysis. This method provides the factor of safety, but it gives no information about the anticipated displacements. Newmark proposed the method of analysis to estimate the permanent displacements of slopes subjected to strong ground motions.
ÜLGEN, Deniz, ENGİN, H. Kürşat
openaire   +1 more source

The study on yield acceleration and permanent displacement of broken-back gravity quay walls – a case study

Marine Georesources and Geotechnology, 2022
Hamid Alielahi, Zia Addin Nadernia
exaly  

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