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Title:

PROGRESS IN ROCK SLOPE STABILITY RESEARCH

Accession Number:

00233641

Record Type:

Component

Abstract:

SCIENTIFIC METHODS ARE BEING DEVELOPED AND EVALUATED TO MEASURE QUANTITATIVELY THE EFFECT OF ROCK STRUCTURE, STRESS, STRENGTH, AND GROUND WATER ON SLOPE STABILITY. STRESSES ARE BEING DETERMINED FROM STRAIN OR STRESS-RELIEF MEASUREMENTS MADE WITH A BOREHOLE DEFORMATION GAGE DEVELOPED BY THE U.S. BUREAU OF MINES OR FROM PIEZOMETER MEASUREMENTS. THE STRENGTH ANALYSES ARE BASED ON METICULOUS STUDY OF ROCK STRUCTURE AND STRENGTH, AND THE EFFECT OF ROCK STRUCTURE AND MOISTURE ON THE STRENGTH OF A SLOPE. SUPERFICIAL STUDY OF STRUCTURE IS BEING SUPPLEMENTED BY OBSERVATIONS INSIDE BOREHOLES WITH CAMERAS. THE SLOPE STRENGTH IS BEING INVESTIGATED BY LABORATORY TESTING OF DRILL CORES FROM THE STUDY AREA OF THE KIMBLEY PIT OF THE KENNECOTT COPPER CORP IN RUTH, NEVADA. THESE TESTS ARE TO INVESTIGATE THE STRENGTH OF THE ROCK FORMATIONS, THE FRICTIONAL RESISTANCE ALONG FRACTURES OR FRACTURED ZONES IN THE ROCK, AND THE EFFECT OF MOISTURE ON STRENGTH. THE RESEARCH WAS CONDUCTED TO DETECT INSTABILITY BEFORE FAILURE DEVELOPS, AND TO PREDETERMINE PRECISE, SAFE-MAXIMUM SLOPE ANGLES WITH KNOWN SAFETY FACTORS.

Supplemental Notes:

No 17, Pp43-52, 9FIG, 5REF Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

Monograph Accession #:

01418551

Authors:

Rausch, D O
Soderberg, A
Hubbard, S J

Publication Date:

1963

Serial:

Highway Research Record

Issue Number: 17
Publisher: Highway Research Board

Uncontrolled Terms:

Subject Areas:

Bridges and other structures; Geotechnology; Highways; Research; Safety and Human Factors

Files:

TRIS, TRB

Created Date:

Dec 12 1994 12:00AM

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