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1997-03-11_GENERAL DOCUMENTS - M1974004 (3)
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1997-03-11_GENERAL DOCUMENTS - M1974004 (3)
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Last modified
2/25/2021 7:19:56 AM
Creation date
10/14/2011 7:16:43 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1974004
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
3/11/1997
Doc Name
Annual Structural Analysis
From
Western Mobile
To
DMG
Permit Index Doc Type
General Correspondence
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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' intersecting discontinuities where sliding along the lines of intersection of the <br /> discontinuities can possibly occur. Sliding can occur because the plunge of these lines <br /> of intersection is less than the dip of the slope face. The stability of slope comes into <br /> question when the plunge of the lines of intersection exceed the angle of friction. This <br /> ' condition is represented by the intersection of great circles within the hatched region. If <br /> this condition exists and if the dip direction of either of the surfaces forming the <br /> intersection falls between the dip direction of the slope face, and the trend of the line of <br /> intersection, then sliding will occur on that plane rather than along the line of intersection. <br /> The following sections detail the findings of all field visits, and the results of stereonet <br /> analysis relative to each wall of the quarry. <br /> ' EAST WALL <br /> ' During the mapping phase of this project, the East Wall was mapped first, with progress <br /> ' then continuing counter-clockwise around the quarry. For simplicity, this convention will <br /> also be followed in this report. Photo 1 shows the entire East Wall. <br /> The foliations of the metamorphic gneissic bands can be readily seen in both Photo 1 and <br /> ' Photo 2. The largest structural feature in the quarry outcrops on the East Wall and can <br /> be clearly seen in Photo 3. A near east-west trending fault zone is 75-80 feet wide at the <br /> ' base and narrows to approximately 15 feet at the top of the wall. While the entire (75-80 <br /> feet) rock mass within the fault appears more fractured than the surrounding rock, most <br /> movement in this area has occurred along each edge of the fault zone, thereby bounding <br /> the fault with two clearly delineated shear zones. The steepness of the feature and its <br /> orientation, nearly perpendicular to the wall, eliminates this feature as a potential source <br /> of major instability for this wall. <br /> At no time throughout this investigation was there any indication of the presence of <br /> ' 12 <br />
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