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Liquefaction-induced lateral spreading in near-fault regions during the 1999 Chi-Chi, Taiwan earthquake
DB Chu, JP Stewart, TL Youd, BL Chu - Journal of geotechnical and …, 2006 - ascelibrary.org
We document and analyze incidents of liquefaction-induced lateral ground deformation at
five sites located in the near-fault region of the 1999 Chi-Chi Taiwan earthquake. Each of the …
five sites located in the near-fault region of the 1999 Chi-Chi Taiwan earthquake. Each of the …
Patient rule-induction method for liquefaction potential assessment based on CPT data
Determination of seismic liquefaction susceptibility of soils is an imperative task in
earthquake science. In the present study, the patient ruled-induction method (PRIM), for the …
earthquake science. In the present study, the patient ruled-induction method (PRIM), for the …
Assessing CPT-based methods for liquefaction evaluation with emphasis on the cases from the Chi-Chi, Taiwan, earthquake
CH Juang, H Yuan, DH Lee, CS Ku - Soil Dynamics and Earthquake …, 2002 - Elsevier
In the early morning (1: 47 Taiwan time) of September 21, 1999, the largest earthquake of
the century in Taiwan (Mw= 7.6, ML= 7.3) struck this island country. The earthquake killed …
the century in Taiwan (Mw= 7.6, ML= 7.3) struck this island country. The earthquake killed …
Discriminant model for evaluating soil liquefaction potential using cone penetration test data
SY Lai, SC Hsu, MJ Hsieh - Journal of geotechnical and …, 2004 - ascelibrary.org
Statistical analysis using a discriminant model is applied to 399 cone penetration test (CPT)
data sets of both liquefaction and nonliquefaction cases, including 174 sets from the Chi-Chi …
data sets of both liquefaction and nonliquefaction cases, including 174 sets from the Chi-Chi …
[PDF][PDF] 1999 Chi Chi Earthquake of Taiwan
ZC Moh, RN Hwang, TS Ueng… - Bulletin of the …, 2003 - maaconsultants.com
A devastating earthquake, namely, Chi Chi Earthquake (or Ji Ji earthquake in some
literatures), with a magnitude of Ms= 7.6 (Richter Scale by USGS) or ML= 7.3 by Central …
literatures), with a magnitude of Ms= 7.6 (Richter Scale by USGS) or ML= 7.3 by Central …
Liquefaction damage and related remediation in Wufeng after the chi‐chi earthquake
SC Hsu, BL Chu, YM Chang - Journal of the Chinese Institute of …, 2002 - Taylor & Francis
The strong motion and long duration of the Chi‐Chi earthquake that occurred in the latter
part of 1999 in Taiwan caused severe soil liquefaction damage in Wufeng, an area beside …
part of 1999 in Taiwan caused severe soil liquefaction damage in Wufeng, an area beside …
[หนังสือ][B] Cone penetration test-based methods for evaluating liquefaction potential and its damaging effect
H Yuan - 2003 - search.proquest.com
The objective of this research is to develop simplified CPT-based methods for evaluating
liquefaction potential and liquefaction induced damaging effect. First, a relatively large …
liquefaction potential and liquefaction induced damaging effect. First, a relatively large …
[PDF][PDF] Discriminant models for evaluating soil liquefaction potential using SPT data
SY Lai, SC Hsu, MJ Hsieh - J. Chin. Inst. Civil Hydraul. Eng, 1990 - researchgate.net
GT/2002/023209 Discriminant Model for Evaluating Soil Liquefaction Potential Using CPT
Data Page 1 -1- GT/2002/023209 Discriminant Model for Evaluating Soil Liquefaction Potential …
Data Page 1 -1- GT/2002/023209 Discriminant Model for Evaluating Soil Liquefaction Potential …