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Results: 1-14 |
Results: 14
Probabilistic framework for liquefaction potential by shear wave velocity
Authors: Juang, CH Chen, CJ Jiang, T
Citation: Ch. Juang et al., Probabilistic framework for liquefaction potential by shear wave velocity, J GEOTECH G, 127(8), 2001, pp. 670-678
Three-dimensional site characterisation: neural network approach
Authors: Juang, CH Jiang, T Christopher, RA
Citation: Ch. Juang et al., Three-dimensional site characterisation: neural network approach, GEOTECHNIQ, 51(9), 2001, pp. 799-809
Estimation of liquefaction-induced horizontal displacements using artificial neural networks
Authors: Chiru-Danzer, M Juang, CH Christopher, RA Suber, J
Citation: M. Chiru-danzer et al., Estimation of liquefaction-induced horizontal displacements using artificial neural networks, CAN GEOTECH, 38(1), 2001, pp. 200-207
Vertical capacity of piles using fuzzy sets
Authors: Elton, DJ Juang, CH Lin, PS
Citation: Dj. Elton et al., Vertical capacity of piles using fuzzy sets, CIV ENG E S, 17(3), 2000, pp. 237-262
A rational method for development of limit state for liquefaction evaluation based on shear wave velocity measurements
Authors: Juang, CH Chen, CJ
Citation: Ch. Juang et Cj. Chen, A rational method for development of limit state for liquefaction evaluation based on shear wave velocity measurements, INT J NUM A, 24(1), 2000, pp. 1-27
CPT-based liquefaction analysis, Part 1: Determination of limit state function
Authors: Juang, CH Chen, CJ Tang, WH Rosowsky, DV
Citation: Ch. Juang et al., CPT-based liquefaction analysis, Part 1: Determination of limit state function, GEOTECHNIQ, 50(5), 2000, pp. 583-592
CPT-based liquefaction analysis, Part 2: Reliability for design
Authors: Juang, CH Chen, CJ Rosowsky, DV Tang, WH
Citation: Ch. Juang et al., CPT-based liquefaction analysis, Part 2: Reliability for design, GEOTECHNIQ, 50(5), 2000, pp. 593-599
Risk-based liquefaction potential evaluation using standard penetration tests
Authors: Juang, CH Chen, CJ Jiang, T Andrus, RD
Citation: Ch. Juang et al., Risk-based liquefaction potential evaluation using standard penetration tests, CAN GEOTECH, 37(6), 2000, pp. 1195-1208
Shear modulus and damping ratio characteristics of gravelly deposits
Authors: Lin, SY Lin, PS Luo, HS Juang, CH
Citation: Sy. Lin et al., Shear modulus and damping ratio characteristics of gravelly deposits, CAN GEOTECH, 37(3), 2000, pp. 638-651
Stress paths and mechanical behavior of a sandstone in hollow cylinder tests
Authors: Lee, DH Juang, CH Chen, JW Lin, HM Shieh, WH
Citation: Dh. Lee et al., Stress paths and mechanical behavior of a sandstone in hollow cylinder tests, INT J ROCK, 36(7), 1999, pp. 857-870
Reliability-based method for assessing liquefaction potential of soils
Authors: Juang, CH Rosowsky, DV Tang, WH
Citation: Ch. Juang et al., Reliability-based method for assessing liquefaction potential of soils, J GEOTECH G, 125(8), 1999, pp. 684-689
Probabilistic sensitivity analysis for one-dimensional solute transport
Authors: Lin, PS Chang, CW Juang, CH
Citation: Ps. Lin et al., Probabilistic sensitivity analysis for one-dimensional solute transport, CIV ENG E S, 17(1), 1999, pp. 39-61
Appraising cone penetration test based liquefaction resistance evaluation methods: artificial neural network approach
Authors: Juang, CH Chen, CJX Tien, YM
Citation: Ch. Juang et al., Appraising cone penetration test based liquefaction resistance evaluation methods: artificial neural network approach, CAN GEOTECH, 36(3), 1999, pp. 443-454
Subgrade reaction and load-settlement characteristics of gravelly cobble deposits by plate-load tests
Authors: Lin, PS Yang, LW Juang, CH
Citation: Ps. Lin et al., Subgrade reaction and load-settlement characteristics of gravelly cobble deposits by plate-load tests, CAN GEOTECH, 35(5), 1998, pp. 801-810
Risultati: 1-14 |