[1] Papadimitriou EE, Karakostas VG, Papazachos BC. Rupture zones in the area of the 17.08. 99 Izmit (NW Turkey) large earthquake (Mw 7.4) and stress changes caused by its generation. Journal of Seismology. 2001 Apr;5(2):269-76.
[View at Google Scholar]; [View at Publisher].
[2] Felzer KR, Becker TW, Abercrombie RE, Ekström G, Rice JR. Triggering of the 1999 Mw 7.1 Hector Mine earthquake by aftershocks of the 1992 Mw 7.3 Landers earthquake. Journal of Geophysical Research: Solid Earth. 2002 Sep;107(B9):ESE-6.
[View at Google Scholar]; [View at Publisher].
[3] Chen YG, Lai KY, Lee YH, Suppe J, Chen WS, Lin YN, Wang Y, Hung JH, Kuo YT. Coseismic fold scarps and their kinematic behavior in the 1999 ChiāChi earthquake Taiwan. Journal of Geophysical Research: Solid Earth. 2007 Mar;112(B3).
[View at Google Scholar]; [View at Publisher].
[4] Xiao H, Ivancic R, Zhang G, Riggleman R, Liu A, Durian D. Strain localization and shear band formation during tensile tests of disordered floating granular monolayers. Bulletin of the American Physical Society. 2020 Mar 5;65.
[View at Google Scholar]; [View at Publisher].
[6] Alshibli KA, Batiste SN, Sture S. Strain localization in sand: plane strain versus triaxial compression. Journal of Geotechnical and Geoenvironmental Engineering. 2003 Jun;129(6):483-94.
[View at Google Scholar]; [View at Publisher].
[12] Kollmer JE, Shreve T, Claussen J, Gerth S, Salamon M, Uhlmann N, Schröter M, Pöschel T. Migrating shear bands in shaken granular matter. Physical Review Letters. 2020 Jul 21;125(4):048001.
[View at Google Scholar]; [View at Publisher].
[17] Ahmadi M, Moosavi M, Jafari MK. Water content effect on the fault rupture propagation through wet soil-using direct shear tests. InAdvances in Laboratory Testing and Modelling of Soils and Shales 2017 Jan 18 (pp. 131-138). Springer, Cham.
[View at Google Scholar]; [View at Publisher].