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2015-02-26_REPORT - C1982056 (3)
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2015-02-26_REPORT - C1982056 (3)
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Last modified
8/24/2016 5:57:45 PM
Creation date
2/26/2015 10:50:06 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Report
Doc Date
2/26/2015
Doc Name
Foidel Subsidence Evaluation Part 3(Final)
From
DRMS
To
Nicole Caveny
Type & Sequence
PR10
Permit Index Doc Type
Subsidence Report
Email Name
JLE
DIH
Media Type
D
Archive
No
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Rockfall hazard risk analysis and mitigation in an area of coal mine subsidence <br />Chris D. Breeds <br />President, SubTerra, Inc., Seattle, WA <br />Rick Mills <br />Environmental Manager, Twentymile Coal Company, Steamboat, CO <br />ABSTRACT: This paper describes the site characterization and design of rockfall remedial measures for a <br />two mile length of the Twentymile Cliff subject to longwall undermining. A focused approach to data <br />collection and interpretation is presented along with details of the failures that actually occurred and the <br />performance of the remedial measures. <br />1. INTRODUCTION <br />This paper documents an evaluation of a rockfall <br />hazard assessment associated with longwall under- <br />mining of the Twentymile sandstone cliff at Cyprus - <br />Amax's Foidel Creek mine near Oak Creek, <br />Colorado. The study area incorporates a section of <br />County Road 27 and associated infrastructure that <br />was located from 300 to 1200 feet horizontally from <br />the base of the cliff. <br />1.1 Background <br />The layout of longwall panels that could affect the <br />stability of the Twentymile sandstone cliff is shown <br />in Drawing 1. Predicted subsidence limits indicated <br />that the cliff would be affected by mine workings <br />below Zones 1 to 8 and 13 to 14. Maximum strains <br />and displacements would be experienced in Zones 1 <br />to 5, Zone 8, and Zones 13 to 14. <br />In May, 1994, an area of the Twentymile sandstone <br />cliff failed over Longwall Panel 6. This area was <br />Northeast of the limits of the study area and was not <br />previously evaluated due to the distance of the road <br />from the cliff and the generally favorable foreslope <br />topography. The locations of the two major failure <br />areas and boulders that emanated from each area are <br />shown on Drawing 1. <br />1.2 Approach <br />The approach was primarily defined by the <br />requirements of the Colorado Rockfall Simulation <br />Program (CRSP), that was chosen to model boulder <br />travel from the cliff towards the road, and previous <br />experience. The overall approach was subdivided <br />into 4 tasks <br />Task 1: Field Work: Work under this task included <br />source area characterization, foreslope characteriza- <br />tion, and collecting Colorado Rockfall Simulation <br />Program (CRSP) model calibration data. <br />Task 2: Data Collation and Interpretation: Task 2 <br />included preparation of a morphology map and <br />boulder catalog. The boulder catalog contains <br />location and dimensional data for boulders located <br />on the foreslope. <br />Task 3: Model Calibration and Analysis: The scope <br />of work for Task 3 included: <br />• Selecting representative sections for morpho- <br />logical zones and structural domains. <br />• Setting up the CRSP data files for each <br />section. <br />• Calibrating the CRSP model. <br />• Running the CRSP model for each section <br />and plotting the results on a contoured plan. <br />Contours were drawn for the 0, 5, and 50 <br />percent passing zones (these contours are <br />analogous to sieve analysis where the 50% <br />passing contour represents points on each <br />section where the CRSP analysis indicates <br />that 50% of the modeled boulders have <br />passed). <br />• Concurrently verifying model parameters <br />based on the boulder catalog. <br />• Preparation of a hazard map showing cliff <br />and foreslope contours, position of road and <br />major structures. <br />
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