Centrifuge modeling on shallow foundation subjected to reverse faulting

Chung Jung Lee; Y. Y. Chang; W. Y. Hung; W. C. Huang; W. J. Huang

Centrifuge modeling on shallow foundation subjected to reverse faulting

Chung Jung Lee, Y. Y. Chang, W. Y. Hung, W. C. Huang, W. J. Huang

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

Abstract

A series of centrifuge modeling on the free field and on a shallow foundation rested on the surface both subjected to reverse faulting with a dip angle of 60° at an acceleration of 80 g was conducted to evaluate the evolution of the surface deformation profile, the subsurface deformation pattern, the development of fault trace, and the soil-shallow foundation interaction. The magnitude of foundation bearing pressure and the location of foundation relative to the reverse fault rupture trace strongly affect the profiles of surface deformation, the fault rupture propagation traces, and the location of emergence of rupture line on the surface. The heavier foundation bearing pressure (87.2 kPa) is capable to divert the fault rupture traces and to stop the fault rupture traces emerging under the foundation.

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 modeling
Reverse faulting
Shallow foundations
Subsurface deformation pattern
Surface

Cite this

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title = "Centrifuge modeling on shallow foundation subjected to reverse faulting",

abstract = "A series of centrifuge modeling on the free field and on a shallow foundation rested on the surface both subjected to reverse faulting with a dip angle of 60° at an acceleration of 80 g was conducted to evaluate the evolution of the surface deformation profile, the subsurface deformation pattern, the development of fault trace, and the soil-shallow foundation interaction. The magnitude of foundation bearing pressure and the location of foundation relative to the reverse fault rupture trace strongly affect the profiles of surface deformation, the fault rupture propagation traces, and the location of emergence of rupture line on the surface. The heavier foundation bearing pressure (87.2 kPa) is capable to divert the fault rupture traces and to stop the fault rupture traces emerging under the foundation.",

keywords = "Centrifuge modeling, Reverse faulting, Shallow foundations, Subsurface deformation pattern, Surface",

author = "Lee, {Chung Jung} and Chang, {Y. Y.} and Hung, {W. Y.} and Huang, {W. C.} and Huang, {W. J.}",

note = "Publisher Copyright: Copyright {\textcopyright} Soil Mechanics and Geotechnical Engineering, ARC 2019.All rights reserved.; 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 ; Conference date: 14-10-2019 Through 18-10-2019",

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TY - CONF

T1 - Centrifuge modeling on shallow foundation subjected to reverse faulting

AU - Lee, Chung Jung

AU - Chang, Y. Y.

AU - Hung, W. Y.

AU - Huang, W. C.

AU - Huang, W. J.

PY - 2020

Y1 - 2020

N2 - A series of centrifuge modeling on the free field and on a shallow foundation rested on the surface both subjected to reverse faulting with a dip angle of 60° at an acceleration of 80 g was conducted to evaluate the evolution of the surface deformation profile, the subsurface deformation pattern, the development of fault trace, and the soil-shallow foundation interaction. The magnitude of foundation bearing pressure and the location of foundation relative to the reverse fault rupture trace strongly affect the profiles of surface deformation, the fault rupture propagation traces, and the location of emergence of rupture line on the surface. The heavier foundation bearing pressure (87.2 kPa) is capable to divert the fault rupture traces and to stop the fault rupture traces emerging under the foundation.

AB - A series of centrifuge modeling on the free field and on a shallow foundation rested on the surface both subjected to reverse faulting with a dip angle of 60° at an acceleration of 80 g was conducted to evaluate the evolution of the surface deformation profile, the subsurface deformation pattern, the development of fault trace, and the soil-shallow foundation interaction. The magnitude of foundation bearing pressure and the location of foundation relative to the reverse fault rupture trace strongly affect the profiles of surface deformation, the fault rupture propagation traces, and the location of emergence of rupture line on the surface. The heavier foundation bearing pressure (87.2 kPa) is capable to divert the fault rupture traces and to stop the fault rupture traces emerging under the foundation.

KW - Centrifuge modeling

KW - Reverse faulting

KW - Shallow foundations

KW - Subsurface deformation pattern

KW - Surface

UR - http://www.scopus.com/inward/record.url?scp=85084944822&partnerID=8YFLogxK

M3 - 會議論文

AN - SCOPUS:85084944822

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

Y2 - 14 October 2019 through 18 October 2019

ER -

Centrifuge modeling on shallow foundation subjected to reverse faulting

Abstract

Conference

Keywords

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