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all geography including DSDP/ODP Sites and Legs
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Asia
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Experimental investigation on dynamic and static rock mechanical behavior, failure modes, and sequences of frequent interbedded sand and shale reservoirs
A New Look at Landslides of the Vermilion and Echo Cliffs, Northern Arizona
Loess Is More: Field Investigation and Slope Stability Analysis of the Tanana 440 Landslide, Interior Alaska
Structural damage to carbonate pillar hazardous rock masses subject to long-term water-level fluctuations in the Three Gorges reservoir area, China
Comparison of Two Logistic Regression Models for Landslide Susceptibility Analysis Through a Case Study
Re-evaluation of the 1941 Rock Slide at Brilliant Cut, Pittsburgh, Pennsylvania
Velocity and Volume Fraction Measurements of Granular Flows in a Steep Flume
Factors Contributing to Landslide Susceptibility of the Kope Formation, Cincinnati, Ohio
Brittleness modeling selects optimum stimulation zone in shaly source rocks in the Whangai Formation, New Zealand
Comments on “Investigation of the resonance of nonwetting droplets in constricted capillary tubes” by (Chao Zeng, Wen Deng, Jing Fan, and Kelly H. Liu, 2020, Geophysics, 85, no. 2, ID1–ID17)
Reply to comments on “Investigation of the resonance of nonwetting droplets in constricted capillary tubes” (Chao Zeng, Wen Deng, Jing Fan, and Kelly H. Liu, 2020, Geophysics, 85, no. 2, 1D1–ID17)
Index
Sisal Fiber-Polymer–Treated Sand Mechanical Properties in Triaxial Test
Effects of stress on failure behaviour of shallow-marine muds from the northern Gulf of Mexico
Abstract Direct simple shear experiments on mud samples from 0 to 15 mbsf (metres below seafloor) in the Ursa Basin (northern Gulf of Mexico) document that stress level impacts shear strength and pore pressure during failure. As burial depth increased (from 7.35 to 13.28 mbsf), cohesion decreased (from 12.3 to 6.5 kPa) and the internal friction angle increased (from 18° to 21°). For a specimen from 11.75 mbsf, an increase in maximum consolidation stress (from 45 to 179 kPa) resulted in an increase in the shear-induced pore pressure (from 29 to 150 kPa); however, the normalized peak shear stress decreased (from 0.37 to 0.25). Our results document that consolidation at shallow depths induces a positive feedback on pore-pressure genesis. For resedimented samples, which lack a stress history, cohesion was 3.6 kPa and the internal friction angle was 24°. As the maximum consolidation stress increased (from 40 to 254 kPa) on resedimented samples, the shear-induced pore pressure increased (from 22 to 203 kPa), whereas the normalized peak shear stress decreased (from 0.32 to 0.25). Our experiments showed that resedimented samples have similar strength and failure behaviour to intact samples. By constraining pore pressure, strength and initial stress state, we gain a better insight into slope-failure dynamics. Therefore, our experiments provide constraints on strength and shear-induced pore pressure at the onset of shallow failure that could be included in slope-failure and hazard models.
In situ stress distribution and mechanical stratigraphy in the Bowen and Surat basins, Queensland, Australia
Abstract: We present regional in situ stress analyses based on publicly available log and pressure data from coal seam gas developments in the Permian Bowen basin, Australia. Together with earlier data from the eastern part of the Jurassic Surat basin, our results show a broad, but systematic, rotation of S Hmax azimuths in this part of eastern Australia as well as systematic changes in stress state with depth. Overall, the geomechanical state of the region appears to reflect the interplay between basin-controlling structures and a complex far-field stress regime. At the reservoir level, within and between Permian coal seams, this stress complexity is reflected in highly variable stress states both vertically and laterally. Stress data, including direct pressure measurements and observations of borehole failure in image logs, have been used to calibrate sonic-derived one-dimensional wellbore stress models that consistently exhibit a change in tectonic stress regime with depth. Shallow depths (<600 m) are characterized by a reverse-thrust stress regime and deeper levels are characterized by a strike-slip regime. Changes in the stress state with depth influence the mechanical stratigraphy of rocks with widely contrasting mechanical attributes (coals and clastic sediments). Our results highlight the interdependency between regional tectonic, local structural and detailed rheological influences on the well scale geomechanical conditions that have to be taken into consideration in drilling and completion designs. Supplementary material: Database of additional wells with image log data are available at https://doi.org/10.6084/m9.figshare.c.3785849