Effect of boundary friction on revere fault rupture propagation in centrifuge tests
作者： Jiro Takemura , Chaofan Yao , Gaoyu Ma , Zheli An , Cong Dai
DOI: 10.1016/J.SOILDYN.2021.106811
关键词: Boundary friction 、 Shear band 、 Distortion 、 Fault (geology) 、 Centrifuge 、 Mechanics 、 Sandpaper 、 Surface rupture 、 Observation group 、 Geology
摘要: Abstract Centrifuge test plays a significant role in studying fault rupture propagation and fault-structure interaction. However, few previous studies have discussed the effect of boundary friction centrifuge modeling reverse faulting. This study reported four tests to investigate on revere fault. The basic group was modeled with smooth sidewall frictional bottom, while observation simulated either or bottom. Rubber membrane sandpaper were applied make respectively. results indicate that affects location surface width shear band (major distortion zone). side leads V-shaped U-shaped rupture. reduces increase friction. Less bottom narrower zone broader band.
sci-hub.st 参考文章(37)
Kazuhiko KAWASHIMA, DAMAGE OF BRIDGES RESULTING FROM FAULT RUPTURE IN THE 1999 KOCAELI AND DUZCE, TURKEY EARTHQUAKES AND THE 1999 CHI-CHI, TAIWAN EARTHQUAKE Structural Engineering \/ Earthquake Engineering. ,vol. 19, pp. 1- 23 ,(2002) , 10.2208/JSCESEEE.19.179S
Peter L. Bransby, Ian A.A. Smith, SIDE FRICTION IN MODEL RETAINING-WALL EXPERIMENTS Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 101, pp. 615- 632 ,(1975) , 10.1061/AJGEB6.0000176
Mohammad Hassan Baziar, Ali Nabizadeh, Chung Jung Lee, Wen Yi Hung, Centrifuge modeling of interaction between reverse faulting and tunnel Soil Dynamics and Earthquake Engineering. ,vol. 65, pp. 151- 164 ,(2014) , 10.1016/J.SOILDYN.2014.04.008
M. F. Bransby, M. C. R. Davies, A. El Nahas, S. Nagaoka, Centrifuge modelling of reverse fault–foundation interaction Bulletin of Earthquake Engineering. ,vol. 6, pp. 607- 628 ,(2008) , 10.1007/S10518-008-9080-7
Majid Moradi, Mahdi Rojhani, Abbas Galandarzadeh, Shiro Takada, Centrifuge modeling of buried continuous pipelines subjected to normal faulting Earthquake Engineering and Engineering Vibration. ,vol. 12, pp. 155- 164 ,(2013) , 10.1007/S11803-013-0159-Z
C. W. W. Ng, Q. P. Cai, P. Hu, Centrifuge and numerical modeling of normal fault-rupture propagation in clay with and without a preexisting fracture. Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 138, pp. 1492- 1502 ,(2012) , 10.1061/(ASCE)GT.1943-5606.0000719
K.J.L. Stone, D. Muir Wood, Effects of dilatancy and particle size observed in model tests on sand Soils and Foundations. ,vol. 32, pp. 43- 57 ,(1992) , 10.3208/SANDF1972.32.4_43
David A. Cole, Poul V. Lade, Influence Zones in Alluvium Over Dip‐Slip Faults Journal of Geotechnical Engineering. ,vol. 110, pp. 599- 615 ,(1984) , 10.1061/(ASCE)0733-9410(1984)110:5(599)
M. F. Bransby, M. C. R. Davies, A. El. Nahas, Centrifuge modelling of normal fault–foundation interaction Bulletin of Earthquake Engineering. ,vol. 6, pp. 585- 605 ,(2008) , 10.1007/S10518-008-9079-0
Jea Woo LEE, Masanori HAMADA, AN EXPERIMENTAL STUDY ON EARTHQUAKE FAULT RUPTURE PROPAGATION THROUGH A SANDY SOIL DEPOSIT Structural Engineering \/ Earthquake Engineering. ,vol. 22, pp. 1- 13 ,(2005) , 10.2208/JSCESEEE.22.1S