2009
DOI: 10.2204/iodp.proc.314315316.111.2009
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Expedition 314 summary

Abstract: Integrated Ocean Drilling Program (IODP) Expedition 314 was a milestone, both as the inaugural scientific drilling mission of the new vessel, the D/V Chikyu, and as the first step in the multistage Nankai Trough Seismogenic Zone Experiment (NanTroSEIZE), an ambitious, coordinated, multiplatform, and multiexpedition drilling project designed to investigate fault mechanics and seismogenesis along subduction megathrusts through direct sampling, in situ measurements, and long-term monitoring.During Expedition 314,… Show more

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Cited by 32 publications
(38 citation statements)
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“…At the transition zone, the outer ridge is well developed in the trench-parallel direction (Figure 1), where we observe a remarkable topographic lineament with a length of approximately 200 km (Park and Kodaira 2012). A recent drilling campaign of the Integrated Ocean Drilling Program (IODP) used borehole breakouts and core sample observations to show that the stress state (i.e., principal horizontal stress orientation) changes across the outer ridge (e.g., Tobin et al 2009;Lin et al 2010). Because the outer and inner wedges can behave differently during an earthquake cycle (Wang and Hu 2006), the transition zone functions as a stress boundary.…”
Section: Introductionmentioning
confidence: 81%
See 1 more Smart Citation
“…At the transition zone, the outer ridge is well developed in the trench-parallel direction (Figure 1), where we observe a remarkable topographic lineament with a length of approximately 200 km (Park and Kodaira 2012). A recent drilling campaign of the Integrated Ocean Drilling Program (IODP) used borehole breakouts and core sample observations to show that the stress state (i.e., principal horizontal stress orientation) changes across the outer ridge (e.g., Tobin et al 2009;Lin et al 2010). Because the outer and inner wedges can behave differently during an earthquake cycle (Wang and Hu 2006), the transition zone functions as a stress boundary.…”
Section: Introductionmentioning
confidence: 81%
“…Borehole breakouts and core sample observations have revealed the change in the stress state (principal horizontal stress orientation) across the WBSF off the Kumano area (e.g., Tobin et al 2009;Lin et al 2010; Figure 4b). The maximum principal horizontal stress is perpendicular to the trench seaward of the WBSF and parallel to it landward of the WBSF, and it changes again further landward to become nearly parallel to plate convergence (red bars in Figure 4b).…”
Section: Discussionmentioning
confidence: 99%
“…[7] In this paper, we present results from four boreholes (C0002, C0001, C0004 and C0006, from NW to SE), where the LWD resistivity logs capture images of borehole wall failures (Figure 2). Based on logged physical properties and seismic sections in this site, the boreholes were found to penetrate multiple geologic domains, which are divided by major and minor structural boundaries such as unconformities, boundaries between different thrust sheets, or the megasplay fault [Tobin et al, 2009]. [8] Resistivity imaging logs provide a high-resolution picture of the borehole wall based on resistivity contrasts that allows for the direct observation of borehole breakouts, which look as broad, parallel conductive zones separated by 180°(as shown in the unwrapped images in Figure 2).…”
Section: Observation Of Borehole Wall Failures and Stress Directionsmentioning
confidence: 99%
“…Several vertical boreholes were drilled in the shallow portion of the wedge along a line perpendicular to the plate boundary ( Figure 1) [Tobin et al, 2009]. In these holes, we observed a series of drilling-induced borehole wall failures in logging-while-drilling (LWD) resistivity images of the borehole wall.…”
Section: Introductionmentioning
confidence: 97%
“…Since the borehole deviation of C0009 is kept at less than 0.25 degrees for most of its interval (Figure 2c), the hole deviation effect on the azimuth of breakouts and tensile cracks can be neglected in this analysis. [Tobin et al, 2009;Chang et al, 2010]. Site C0009 drilled in stage 2 of this study is in green diamond.…”
Section: Borehole Condition and Stress Orientation At Site C0009mentioning
confidence: 99%