TY - JOUR
T1 - The state of stress in the limb of the Split Mountain anticline, Utah
T2 - Constraints placed by transected joints
AU - Silliphant, Laura J.
AU - Engelder, Terry
AU - Gross, Michael R.
N1 - Funding Information:
We thank the United States Department of the Interior and the National Park Service at Dinosaur National Monument for their cooperation with permits to map within the boundaries of Dinosaur National Monument. In particular, the help and advice of Ann Elder, Steve Petersburg, and Dennis Huffman of the National Park Service are gratefully acknowledged. We also thank Scott Wilkins and Mike Wacker from Florida International University, Florida; Yehuda Eyal from Ben Gurion University, Israel; and Wayne Narr and Fred O'Toole from Chevron for their cooperative efforts during two field seasons at Split Mountain, Utah and Rangely, Colorado. Support for this work came from The Pennsylvania State University's Seal Evaluation Consortium (SEC), The Pennsylvania State University's Department of Geosciences Krynine Fund, The American Association of Petroleum Geologists Grant-in-Aid, and The United States–Israel Binational Science Foundation Grant No. 94-00396. We thank Steve Alhgren, Jim Evans, Don Fisher, John Lorenz, Kelly Rust, and Barry Voight for reviewing early versions of this paper.
PY - 2002
Y1 - 2002
N2 - Transected joints (i.e. systematic joints that strike at an angle to the present fold axis trend) occur on the flanks of Split Mountain, a Laramide anticline near the eastern end of the Uinta Mountains, Utah. The common orientation on both flanks for these WNW-striking joints is inconsistent with joints driven by a syn-folding stretch normal to the direction of highest curvature. A smaller dispersion of the poles to these transected joints occurs when they are rotated with bedding to their 'pre-fold' orientation. This dispersion of poles is inconsistent with a post-fold genesis in a regional stress field but permits the possibility that these WNW joints propagated as a systematic set prior to Laramide folding. A pre-fold interpretation is substantiated by a regional WNW-striking joint set within Cretaceous and older rocks in the surrounding Piceance, Uinta, and southeastern Sand Wash basins. During tilting accompanying the upfolding of Split Mountain, most joints of this WNW-striking regional set remain locked without slipping under a shear stress. Fracture toughness and frictional strength are two rock properties that serve to lock a joint until a critical resolved shear stress is achieved. A gravity load caused down-dip slip on some joints that were tilted to a dip of about 62°. This suggests that a local principal stress remained roughly vertical during bedding rotation. Assuming fracture strength and friction prevented slip on most joints during tilting, the ratio of least horizontal, Sh, to vertical stress, Sv, at the critical tilt angle was approximately 0.55.
AB - Transected joints (i.e. systematic joints that strike at an angle to the present fold axis trend) occur on the flanks of Split Mountain, a Laramide anticline near the eastern end of the Uinta Mountains, Utah. The common orientation on both flanks for these WNW-striking joints is inconsistent with joints driven by a syn-folding stretch normal to the direction of highest curvature. A smaller dispersion of the poles to these transected joints occurs when they are rotated with bedding to their 'pre-fold' orientation. This dispersion of poles is inconsistent with a post-fold genesis in a regional stress field but permits the possibility that these WNW joints propagated as a systematic set prior to Laramide folding. A pre-fold interpretation is substantiated by a regional WNW-striking joint set within Cretaceous and older rocks in the surrounding Piceance, Uinta, and southeastern Sand Wash basins. During tilting accompanying the upfolding of Split Mountain, most joints of this WNW-striking regional set remain locked without slipping under a shear stress. Fracture toughness and frictional strength are two rock properties that serve to lock a joint until a critical resolved shear stress is achieved. A gravity load caused down-dip slip on some joints that were tilted to a dip of about 62°. This suggests that a local principal stress remained roughly vertical during bedding rotation. Assuming fracture strength and friction prevented slip on most joints during tilting, the ratio of least horizontal, Sh, to vertical stress, Sv, at the critical tilt angle was approximately 0.55.
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U2 - 10.1016/S0191-8141(01)00055-4
DO - 10.1016/S0191-8141(01)00055-4
M3 - Article
AN - SCOPUS:0036131877
SN - 0191-8141
VL - 24
SP - 155
EP - 172
JO - Journal of Structural Geology
JF - Journal of Structural Geology
IS - 1
ER -