Chi-Chin Tsai
National Chung Hsing University
H-index: 15
Asia-Taiwan
Top articles of Chi-Chin Tsai
Title | Journal | Author(s) | Publication Date |
---|---|---|---|
Excess pore water pressure generation in poorly graded sands with varying particle shapes and relative densities | Soil Dynamics and Earthquake Engineering | Min-Chien Chu Chi-Chin Tsai Louis Ge | 2024/5/1 |
Evaluation of Modified Frequency Dependent Equivalent Linear Method for Deconvolution Site Response Analysis | Journal of Earthquake Engineering | Ssu-Chieh Chen Chi-Chin Tsai Duhee Park | 2024/3/11 |
Experimental investigations on the effect of density, grain size, and fines content on ejecta-induced settlement | Soil Dynamics and Earthquake Engineering | Min-Chien Chu Chi-Chin Tsai | 2024/2/1 |
py based approach to predicting the response of monopile embedded in soft clay under long-term cyclic loading | Ocean Engineering | Chi-Chin Tsai Yu-Pai Li Sheng-Hui Lin | 2023/5/1 |
DYNAMIC PROPERTIES OF MICP TREATED SAND BASED ON RESONANT COLUMN TEST. | Journal of GeoEngineering | Tzu-Lung Kuo Min-Chien Chu Chi-Chin Tsai Yu-Syuan Jhuo Louis Ge | 2023/12/1 |
Simple method for probabilistic seismic landslide hazard analysis based on seismic hazard curve and incorporating uncertainty of strength parameters | Engineering Geology | Chun-Yu Kan Chi-Chin Tsai Chia-Jeng Chen | 2023/3/5 |
Numerical study on the effect of near-fault pulse motion on soil liquefaction potential | Chi-Chin Tsai Pei-Chi Li Jui-Pin Wang | 2023/10/4 | |
Earthquake-induced persistent and instantaneous groundwater variations caused by volumetric strain of soil in Taiwan from 1999 to 2020 | Soil Dynamics and Earthquake Engineering | Chi-Chin Tsai Li-Ya Huang Chia-Jeng Chen | 2023/1/1 |
A comparative study of liquefaction simulations with two cyclic constitutive models | KT Yap FH Yeh YS Jhuo CC Tsai CW Lu | 2023/8/4 | |
An experimental investigation on ejecta-induced settlement in sand with varying fines contents and densities | M-C Chu C-C Tsai | 2023/8/4 | |
Failure of engineering structures and associated geotechnical problems during the 2022 ML 6.8 Chihshang earthquake, Taiwan | Natural Hazards | Yung-Yen Ko Chi-Chin Tsai Jin-Hung Hwang Yu-Wei Hwang Louis Ge | 2023/8 |
Generalized simple model for predicting the modulus degradation and strain accumulation of clay subject to long-term undrained cyclic loading | Ocean Engineering | Chi-Chin Tsai | 2022/6/15 |
LPI-based Probabilistic Predictive Model for Foundation Settlement on Liquefiable Sites | Yu Wei Hwang Zach Bullock Chi Chin Tsai Shideh Dashti | 2022 | |
Influence of local site condition on vertical-to-horizontal spectrum ratio–insight from site response analysis | Journal of Earthquake Engineering | Po-Chun Liu Chi-Chin Tsai | 2022/4/4 |
Correlations between Pore Pressure Development in Sandy Soil and 62 Ground Motion Intensity Measures | Available at SSRN 4010372 | Chi-Chin Tsai Jui-Pin Wang Tsai-Yu Huang Chia-Ying Sung | 2022 |
Influence of horizontally variable soil properties on nonlinear seismic site response and ground motion coherency | Earthquake Engineering & Structural Dynamics | Yen‐Hsiang Chang Chi‐Chin Tsai Louis Ge Duhee Park | 2022/3 |
Strength variations due to re-liquefaction—indication from cyclic tests on undisturbed and remold samples of a liquefaction-recurring site | Bulletin of Engineering Geology and the Environment | Fu-Kuo Huang Chi-Chin Tsai Louis Ge Chih-Wei Lu Chung-Chi Chi | 2022/3 |
Erratum for “Immediate Estimation of Yield Acceleration for Shallow and Deep Failures in Slope-Stability Analyses” by Yu-Chun Chien and Chi-Chin Tsai | International Journal of Geomechanics | Yu-Chun Chien Chi-Chin Tsai | 2022/1/1 |
Correlations between pore water pressure development in sandy soil and CAV-based ground motion intensity measures | Engineering Geology | Chi-Chin Tsai JP Wang Tsai-Yu Huang Chia-Ying Sung | 2022/9/20 |
Case study of large-scale levee failures induced by cyclic softening of clay during the 2016 Meinong earthquake | Engineering Geology | Chi-Chin Tsai Zi-Xian Yang Min-Hua Chung Shang-Yi Hsu | 2022/2/1 |