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One-dimensional Site Response Analysis and Liquefaction Evaluation of Can Tho City, Vietnam
Authors: Trong-Kien Nguyen, Van-Quang Nguyen
226    0
Engineering, Technology & Applied Science Research
: 12     : 9676-9679
: https://doi.org/10.48084/etasr.5335
: 1581-etasr-5335.pdf
Publishing year: 10/2022
Seismic damage evaluation of double-box metro tunnel accounting for soil stiffness using three-dimensional finite element analysisNovel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loadingPrediction of the Stress Wave Amplification Factor of a Spherical Blast Source Using Numerical SimulationsNonlinear Seismic Response Based on Different Site Types: Soft Soil and Rock StrataMachine learning models for predicting shear strength and identifying failure modes of rectangular RC columnsSimulation of damage evolution of cut-and-cover tunnels with 3D nonlinear finite element analysisThe effect of earthquake frequency content on seismic response of horseshoe tunnelsThe effect of earthquake frequency content on seismic response of horseshoe tunnelsExploring the shear strength characteristics and CBR value of an expansive soil by using brick dust and coir fiberExploring the shear strength characteristics and CBR value of an expansive soil by using brick dust and coir fiberDevelopment of Modified Flexibility Ratio-Racking Ratio Relationship of Box Tunnels Subjected to Earthquake Loading Considering RockingApplication of ANFIS to the design of elliptical CFST columnsOptimal earthquake intensity measures for probabilistic seismic demand models of rectangular tunnelsRapid damage state classification for underground box tunnels using machine learningEvaluation of Empirical SPT N-Vs Correlations Using 1D Site Response Analysis for Shallow Bedrock Sites in Islamabad, Pakistan