“…[3] Several fault zone drilling project had been carried out since 1996 for the first fault zone penetration project after the 1995 Kobe earthquake [Ando, 2001]. Since then, there are have been three Nojima drilling projects from the years 1996 to 1999 [Lin et al, 2001;Tanaka et al, 2001aTanaka et al, , 2001bTanaka et al, , 2001cOhtani et al, 2001;Kobayashi et al, 2001], the Taiwan Chelungpu Fault zone drilling for shallow ones (2000 -2001) Heermance et al, 2003] and for the deeper one (2004 -2006) after the 1999 Chi-Chi, Taiwan earthquake, and the Atotsugawa Fault tunneling project (1998 -2003) [Forster et al, 2002;Tanaka et al, 2007]. In view of the completeness of the three Nojima fault drillings after almost 10 years of the 1995 Kobe earthquake, we would like to present a quantitative estimate of evolution of fault zone architecture, its relation to the primal slip surfaces activated by the 1995 Kobe earthquake, and petrological/chemical characteristics of the slip surface.…”