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PERMFILE108040
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PERMFILE108040
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Entry Properties
Last modified
8/24/2016 10:00:30 PM
Creation date
11/24/2007 4:11:26 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Sections 10 - 16
Section_Exhibit Name
Exhibit 12 Experimental Part 3
Media Type
D
Archive
No
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<br />III IIIIIIIIIIIII III <br />999 <br />~ Doc Date:12/11/2001 <br />S TOTE OF ~pLORADO HiC HAHp n. ~ .ntM Gnvmnm <br />DEPARTMENT OF NATURAL RESOURC ES <br />Harris D. Sherman, Executive D~reulo: <br />KILNED .I,~ND REi:LAIIATION <br />723 Centennial Building, 1313 Sherman Street <br />Denver, Colorado 80203 Tel. (3031 839-3567 <br />Hamlet J. Barry, III, <br />D irector <br />February 6, 1480 <br />TO: Fred Banta f <br />Dean Massey -~%/~~~t \ <br />FROM: Jim Pendleton '/~ / { <br />RE: Comment on t S1~~Stab=litg Analusis of Colowyo Coal Company's <br />Streeter Carn ~FiZL <br />In response to your request, I have completed a review of C. T- L. <br />Thomason's consulting report prepared under contract for the Office of <br />Surface Mining. I have several substantial concerns regarding that <br />1. The consultant observed that the accuracy of any mathematical <br />analysis of a fill's slope stability is influenced by the accuracy <br />of the various aarameters utilized in preparing the analysis. Numerous <br />experts have investigated the relationship between soil strength. parameters <br />and *_he variation of calculated factors of 5afetu, Their efforts have <br />demonstrated that inaccuracy of shear strength parameters may have a <br />far greater influence on the accuracy of a slopestability analysis than <br />the method of analysis employed. (Singh, 1970) For this reason it is <br />considered prudent to investicate the variation in calculated factors <br />of safety introduced by variation of the strength data. <br />The consultant's analysis discusses the assumptions made and their <br />singular inilvence upon the calculated Factor of safety. Each parameter, <br />inciudinc the angle of internal friction of the spoil material the in-olace <br />density of the spoil, the slope configuration, the angle of internal <br />friction of the colluvium underlying the fill, and the level of saturation <br />of the fi_'1 is analyzed se Para*_ely. The report includes a discussion of <br />the effect of variations of each input parameter. The teport~neolects, <br />however, to analyze the cumulative influence of simultaneous variation of <br />the input factors. ds the report observes, except for the ZeveZ of <br />fill saturation, the variation due to the separate parameter's variation <br />is relatively minor. However, comparison of a feco of the factors of <br />. safety results presented in Table I discerns the following cumulative <br />var.ance: <br />(cont'd) <br />
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