Effect of soil particle size on seismic response of gentle slope by centrifuge shaking table test

Wen Yi Hung; Y. C. Liang; J. X. Huang; T. N.P. Pham

Effect of soil particle size on seismic response of gentle slope by centrifuge shaking table test

Wen Yi Hung, Y. C. Liang, J. X. Huang, T. N.P. Pham

Department of Civil Engineering

Research output: Contribution to conference › Paper › peer-review

Original language	English
State	Published - 2020
Event	16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 - Taipei, Taiwan Duration: 14 Oct 2019 → 18 Oct 2019

Conference

Conference	16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
Country/Territory	Taiwan
City	Taipei
Period	14/10/19 → 18/10/19

Keywords

Centrifuge
LEAP
Particle size
Soil liquefaction

International Collaborative Research for Soil Liquefaction Simulation by Centrifuge Modeling Technique(3/3)
Hung, W.
1/08/19 → 31/07/20
Project: Research
土木構造物遭受液化引致側向滑移的受震反應及模擬-子計畫:基盤土壤液化引致的側潰對上方土堤的影響及其改善對策(I)
Hung, W.
1/08/15 → 31/07/16
Project: Research

Cite this

@conference{7319a658a9c548afbd7e4112a74daac9,

title = "Effect of soil particle size on seismic response of gentle slope by centrifuge shaking table test",

keywords = "Centrifuge, LEAP, Particle size, Soil liquefaction",

author = "Hung, {Wen Yi} and Liang, {Y. C.} and Huang, {J. X.} and Pham, {T. N.P.}",

note = "Funding Information: The LEAP tests were performed at the Experimental Center of Civil Engineering, National Central University. The authors would like to express their gratitude for the financial and technical support of the Ministry of Science and Technology, R.O.C. (MOST 104-2625-M-008-012, MOST 105-2625-M-008-003 and MOST 106-2628-E-008 -004 -MY3). This support made this study and future research possible.; 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 ; Conference date: 14-10-2019 Through 18-10-2019",

year = "2020",

language = "???core.languages.en_GB???",

}

TY - CONF

T1 - Effect of soil particle size on seismic response of gentle slope by centrifuge shaking table test

AU - Hung, Wen Yi

AU - Liang, Y. C.

AU - Huang, J. X.

AU - Pham, T. N.P.

N1 - Funding Information: The LEAP tests were performed at the Experimental Center of Civil Engineering, National Central University. The authors would like to express their gratitude for the financial and technical support of the Ministry of Science and Technology, R.O.C. (MOST 104-2625-M-008-012, MOST 105-2625-M-008-003 and MOST 106-2628-E-008 -004 -MY3). This support made this study and future research possible.

PY - 2020

Y1 - 2020

KW - Centrifuge

KW - LEAP

KW - Particle size

KW - Soil liquefaction

UR - http://www.scopus.com/inward/record.url?scp=85084943860&partnerID=8YFLogxK

M3 - 會議論文

AN - SCOPUS:85084943860

T2 - 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019

Y2 - 14 October 2019 through 18 October 2019

ER -

Effect of soil particle size on seismic response of gentle slope by centrifuge shaking table test

Conference

Keywords

Projects

International Collaborative Research for Soil Liquefaction Simulation by Centrifuge Modeling Technique(3/3)

土木構造物遭受液化引致側向滑移的受震反應及模擬-子計畫:基盤土壤液化引致的側潰對上方土堤的影響及其改善對策(I)

Cite this