TY - JOUR
T1 - Joint development normal to regional compression during flexural-flow folding
T2 - The Lilstock buttress anticline, Somerset, England
AU - Engelder, Terry
AU - Peacock, David C.P.
N1 - Funding Information:
Paul Hancock first introduced TE to the wonderful Lilstock outcrop more than 15 years ago. This trip was the beginning of a fruitful collaboration that lead to our work on neotectonic joints ( Hancock and Engelder, 1989 ). Our collaboration reached its zenith when Paul and his wife, Ann, hosted Jan Engelder and TE in their lovely Georgian row house in Bristol after our field campaign at Lilstock during the summer of 1997. We only wish that Paul could have seen the fruits of our work at Lilstock. We thank John Cosgrove and Peter Connelly whose fieldtrip to Lilstock about five years ago generated the excitement that led to our field campaign. We also thank Jan Engelder for her assistance in the field at Lilstock. Rob Knipe and David Sanderson are thanked for their role in the initial phases of our study. Comments by Bill Dunne, Kevin Smart and an anonymous reviewer greatly improving this paper. This work was funded by Penn State’s Seal Evaluation Consortium (SEC).
PY - 2001
Y1 - 2001
N2 - Alpine inversion in the Bristol Channel Basin includes reverse-reactivated normal faults with hanging wall buttress anticlines. At Lilstock Beach, joint sets in Lower Jurassic limestone beds cluster about the trend of the hinge of the Lilstock buttress anticline. In horizontal and gently north-dipping beds, J3 joints (295-285° strike) are rare, while other joint sets indicate an anticlockwise sequence of development. In the steeper south-dipping beds, J3 joints are the most frequent in the vicinity of the reverse-reactivated normal fault responsible for the anticline. The J3 joints strike parallel to the fold hinge, and their poles tilt to the south when bedding is restored to horizontal. This southward tilt aims at the direction of σ1 for Alpine inversion. Finite-element analysis is used to explain the southward tilt of J3 joints that propagate under a local σ3 in the direction of σ1 for Alpine inversion. Tilted principal stresses are characteristic of lomestone-shale sequences that are sheared during parallel (flexural-flow) folding. Shear tractions on the dipping beds generate a tensile stress in the stiffer limestone beds even when remote principal stresses are compressice. This situation favors the paradoxical opening of joints in the direction of the regional maximum horizontal stress. We conclude that j3 joints propagated during the Alpine compression caused the growth of the Lilstock buttress anticline.
AB - Alpine inversion in the Bristol Channel Basin includes reverse-reactivated normal faults with hanging wall buttress anticlines. At Lilstock Beach, joint sets in Lower Jurassic limestone beds cluster about the trend of the hinge of the Lilstock buttress anticline. In horizontal and gently north-dipping beds, J3 joints (295-285° strike) are rare, while other joint sets indicate an anticlockwise sequence of development. In the steeper south-dipping beds, J3 joints are the most frequent in the vicinity of the reverse-reactivated normal fault responsible for the anticline. The J3 joints strike parallel to the fold hinge, and their poles tilt to the south when bedding is restored to horizontal. This southward tilt aims at the direction of σ1 for Alpine inversion. Finite-element analysis is used to explain the southward tilt of J3 joints that propagate under a local σ3 in the direction of σ1 for Alpine inversion. Tilted principal stresses are characteristic of lomestone-shale sequences that are sheared during parallel (flexural-flow) folding. Shear tractions on the dipping beds generate a tensile stress in the stiffer limestone beds even when remote principal stresses are compressice. This situation favors the paradoxical opening of joints in the direction of the regional maximum horizontal stress. We conclude that j3 joints propagated during the Alpine compression caused the growth of the Lilstock buttress anticline.
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U2 - 10.1016/S0191-8141(00)00095-X
DO - 10.1016/S0191-8141(00)00095-X
M3 - Article
AN - SCOPUS:0035048174
SN - 0191-8141
VL - 23
SP - 259
EP - 277
JO - Journal of Structural Geology
JF - Journal of Structural Geology
IS - 2-3
ER -