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REV90902
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Entry Properties
Last modified
8/25/2016 3:12:32 AM
Creation date
11/21/2007 11:07:49 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977210
IBM Index Class Name
Revision
Doc Date
7/6/1989
Doc Name
SAFETY IN THE USE AND MAINTENANCE OF LARGE MOBILE SURFACE MINING EQUIPMENT
Type & Sequence
AM3
Media Type
D
Archive
No
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94 • <br />this way, the boulders act to make the <br />berm more rigid while eliminating the <br />required boulder push distance. The <br /> <br />severity of impact is also significantly <br />reduced. <br />MEDIAN BERMS <br />Median berms are unconsolidated mate- <br />rial placed in the center of a haul road <br />and are constructed in a manner that <br />allows a runaway vehicle to straddle <br />them, shearing off the portion of the <br />berm above the vehicle's undercarriage, <br />and eventually allowing the vehicle to <br />come to a rest. The force required to <br />shear the berm is dependent upon soil <br />properties. <br />Median berms can be constructed narrow <br />or wide. A wide berm allows the vehicle <br />to straddle the berm, and its tires to <br />roll on the lower berm material. In this <br />way, increased rolling resistance of the <br />soft berm material allows the vehicle to <br />stop quicker. However, model teats have <br />shown that straddling a wide berm can re- <br />sult in a vehicle overturning. <br />Additional testa were conducted employ- <br />ing a narrow berm that allowed the vehi- <br />cle's rear track (axle) to completely <br />straddle the berm. This requires some <br />compaction of the-berm to retain its de- <br />sired height. The narrow berm stopped <br />the vehicle in a shorter distance, par- <br />ticularly at higher impact speeds (fig. <br />4). The increased shear area and, to a <br />lesser extent, the shear strength of the <br />compacted material were responsible for <br />the reduction in travel. Turning and <br />misalignment of the vehicle were mini- <br />mized by the restraining action of the <br />narrow berm. <br />Based on the results of these model <br />tests, a narrow compacted median berm is <br />recommended because of the decreased po- <br />tential fcr rolling the vehicle over. <br />40 <br />L <br />C. <br />E 3a <br />I- <br />U <br />O <br />~ 20 <br />W <br />KEY <br />85-ton vehicle <br />-6-pct grade <br />W ~ Compacted narrow berm-120-pct load <br />~ v Compacted narrow berm-0-pct load <br />U t0 • Unconsolidated wide berm-120-pct load <br />2 ~ Unconsolidated wide berm-0-pct load <br />W Vehicle carrying load <br />~ load= <br />Vehicle base carrying load <br />0 <br />15 30 45 60 75 90 105 120 <br />VEHICLE STOPPING DISTANCE, ft <br />FIGURE 4. - Comparison of stopping distances on median berms for an 85-ton haulage vehicle on an <br />8-pct downgrade. <br />
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