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Abstract
Author(s) -
Landon Lockhart
Publication year - 2002
Publication title -
scandinavian journal of medicine and science in sports
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.575
H-Index - 115
eISSN - 1600-0838
pISSN - 0905-7188
DOI - 10.1046/j.0905-7188.2002.00001.x
Subject(s) - citation , computer science , library science
I demonstrate how to predict pore pressure in an unconventional basin subjected to erosional unloading. I apply my workflow in the Delaware Basin, which is characterized by nearly 7000 ft of net erosion. I utilize 1-D triaxial unloading curves to normalize the present day data to a “paleo” virgin compaction curve. I explore two central assumptions that control the predicted pore pressures: Bowers’ unloading parameter U (Fig. 1) and Skempton’s pore pressure coefficient S (Fig. 2). Overall, I provide insight into how the geologic history controls the present state and evolution of pressure and stress in the subsurface. CLICK ON IMAGE FOR LARGER VIEW Fig 1: Normalization of present day data (black dots) to “paleo” virgin curve (white dots) using unloading curves. The slope of the “paleo” virgin curve is a function of U. In this example, U=8. Fig 2: Predicted pore pressures using the unloading curves parameterized in Fig 1. The predicted pore pressure vary as a function of Skempton’s pore pressure coefficient (S). Fig. 1: Normalization of present day data (black dots) to “paleo” virgin curve (white dots) using unloading curves. The slope of the “paleo” virgin curve is a function of U. In this example, U=8.

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