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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 1 to 10 of 30 (0.049 seconds)Spelling suggestions: "subject:"dock elopes"" "subject:"dock _lopes""
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Stability analysis of wedge type rock slope failuresSublette, William Robert, 1944- January 1976 (has links)
No description available.
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Pore water pressure in rock slopes and rockfill slopes subject to dynamic loadingStevens, W. Richard January 1985 (has links) (PDF)
Thesis (M.S. - Mining and Geological Engineering)--University of Arizona, 1985. / Includes bibliographical references (leaves 77-78).
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| 3 |
Seismic response of Little Red Hill : towards an understanding of topographic effects on ground motion and rock slope failure : a thesis submitted in partial fulfilment of the requirements for the degree of Doctor of Philosophy in Engineering Geology at the University of Canterbury /Büch, Florian. January 1900 (has links)
Thesis (Ph. D.)--University of Canterbury, 2008. / Typescript (photocopy). "March 2008." Includes bibliographical references (leaves 129-138). Also available via the World Wide Web.
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| 4 |
THE RELATIONSHIP BETWEEN LITHOLOGY AND SLOPE FORM IN THE TUCSON MOUNTAINS, PIMA COUNTY, ARIZONAKhanchoul, Kamel, 1959- January 1987 (has links)
The relationship between lithology and slope morphology is investigated at eight sites on granitic, andesitic, and sedimentary rock slopes in the Tucson Mountains. Several methods are used in the study. Topographic profiles are constructed. Skewness indices of the slope shapes, maximum and minimum slope angles, and slope lengths of the different slope profiles are computed and compared with each other. Debris size analysis is done to better determine hillfront/piedmont junctions. Slope surface regularities of the three lithological slopes are analysed and compared. The results show that the granitic piedmont slopes are found to be slightly concave to almost rectilinear, indicating their high resistance to erosive processes. In contrast, the concavity of the andesitic and sedimentary piedmont slopes demonstrate their inability to resist the erosive attack on them. However, in the case of the hillfront slopes, slope forms do not reflect lithological variations.
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ANALYSIS OF GEOLOGIC STRUCTURE FOR OPEN PIT SLOPE DESIGNCall, Richard Drake, 1934-, Call, Richard Drake, 1934- January 1972 (has links)
No description available.
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| 6 |
Physical modelling to assess the dynamic behavior of rock slopesWilson, John Allen January 1979 (has links)
No description available.
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| 7 |
Re-assessment of three rock slopes in Hong Kong using block theoryLeung, Wai-ming, Eric, January 2004 (has links)
Thesis (M. Sc.)--University of Hong Kong, 2004. / Also available in print.
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| 8 |
Slope stability radar /Reeves, Bryan Anthony. January 2003 (has links) (PDF)
Thesis (Ph.D.) - University of Queensland, 2003. / Includes bibliography.
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| 9 |
Investigation into the time dependent deformation behaviour and failure mechanisms of unsupported rock slopes based on the interpretation of observed deformation behaviourMercer, Kenneth George 18 August 2008 (has links)
Abstract will not load on to DSpace
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The effect of joint plane persistence on rock slope reliabilityO'Reilly, Kevin Joseph. January 1980 (has links)
Thesis: M.S., Massachusetts Institute of Technology, Department of Civil Engineering, 1980 / Bibliography: p. 553. / by Kevin Joseph O'Reilly. / M.S. / M.S. Massachusetts Institute of Technology, Department of Civil Engineering
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