HR: 0800h
AN: T51D-1391 [Abstracts]
TI: Deformation Above an Extensional Lateral Ramp, Crater Flat, Nevada
AU: * Morris, A P
EM: amorris@swri.edu
AF: Department of Earth, Material and Planetary Sciences, Southwest Research Instituter, 6220 Culebra Road,
San Antonio, TX 78238
United States
AU: Ferrill, D A
T51D-1391
AF: Department of Earth, Material and Planetary Sciences, Southwest Research Instituter, 6220 Culebra Road,
San Antonio, TX 78238
United States
AU: Sims, D W
T51D-1391
AF: Center for Nuclear Waste Regulatory Analyses, Southwest Research Instituter, 6220 Culebra Road, San
Antonio, TX 78238
United States
AU: Stamatakos, J A
T51D-1391
AF: Center for Nuclear Waste Regulatory Analyses, Southwest Research Instituter, 6220 Culebra Road, San
Antonio, TX 78238
United States
AB:
Tectonic models of Yucca Mountain (YM), Nevada, site of the USA's proposed high-level nuclear waste repository, are based on
understanding the nature of deformation affecting the site. Using mapped fault dips (50° in the north to 70° in the
south) from the Bare Mountain fault (BMF, 15 to 25 km [9.3 to 15.5 mi] west of YM) and the surface geology of Crater Flat
(CF, immediately west of YM) and YM itself, we constructed cross-sections across northern and southern CF. The sections
indicate that the BMF has a listric shape detaching at a depth of about 6 km (3.7 mi) under northern CF and 12 km (7.5 mi)
under southern CF. We present the results of physical analog modeling that tests the hypothesis that the BMF has a lateral
ramp linking a shallow detachment under northern CF with a deeper detachment under southern CF. We constructed a footwall
with two contrasting profiles based on cross sections generated using a constant thickness algorithm. The northern profile
had a horizontal detachment at half the depth of the southern profile and the two fault surfaces were linked by a steep,
S-dipping lateral ramp. The hanging wall of the model consisted of a plastic sheet conforming to the footwall shape,
overlain by dry sand. To prevent frictional edge effects, the sand pack was large and laterally unconstrained. Undyed and
acrylic-dyed sand simulated mechanically passive layering. Dry sand was chosen because of its ability to represent the
brittle crust, and the ease with which it can be sectioned. The entire hanging wall moved in concert, constant velocity
displacement was driven by a stepper motor attached via a rigid, strike-parallel assembly to the plastic sheet. After 2.8 cm
(1.1 in) of horizontal displacement, synkinematic growth layers of sand were added to the model. After 5 cm (2 in) of
horizontal displacement the model was stopped and sand added to stabilize the model prior to saturation and sectioning.
Hanging wall deformation in the model was dominated by the formation of a half-graben, accomplished by development of normal
faults and a crestal collapse graben within the hanging wall. Variation in extension across the lateral ramp was
accommodated by en echelon, left-stepping antithetic faults, and by obliquely oriented small-displacement faults. We
interpret development of normal faults within the hanging wall to be the response to outer arc extension imposed by bending
of the hanging wall as it was displaced over the listric master fault. Fault-accommodated deformation in our model strongly
resembles the character of CF and YM: (i) southward widening and deepening of CF basin; and (ii) extension transferred
laterally by a left-stepping system of NS trending, antithetic normal faults (Windy Wash, Fatigue Wash, Solitario Canyon
faults), and by NW-SE trending faults (Sever Wash, Pagany Wash, Drill Hole Wash faults). The BMF can be successfully modeled
as two detachment depths linked by a lateral ramp.
This abstract was prepared to document work performed by the Center for Nuclear Waste Regulatory Analyses (CNWRA) and its
contractors for the Nuclear Regulatory Commission (NRC) under Contract No. NRC-02-02-012. The activities reported here were
performed on behalf of the NRC Office of Nuclear Material Safety and Safeguards, Division of High-Level Waste Repository
Safety. This abstract is an independent product of the CNWRA and does not necessarily reflect the views or regulatory
position of the NRC.
DE: 8010 Fractures and faults
DE: 8011 Kinematics of crustal and mantle deformation
DE: 8015 Local crustal structure
DE: 8020 Mechanics, theory, and modeling
SC: Tectonophysics [T]
MN: Fall Meeting 2005