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Stability of rock slopes, three-dimensional study
Stability of rock slope or foundation is analyzed in terms of sliding along geological surfaces of separation; proposed method considers rock volumes limited by three internal plane surfaces and natural ground surface; applied forces are weight, external loads, and pore pressure; resistance to sliding is due to friction on internal planes of separation; equilibrium is three-dimensional. (26437)
Stability of rock slopes, three-dimensional study
Stability of rock slope or foundation is analyzed in terms of sliding along geological surfaces of separation; proposed method considers rock volumes limited by three internal plane surfaces and natural ground surface; applied forces are weight, external loads, and pore pressure; resistance to sliding is due to friction on internal planes of separation; equilibrium is three-dimensional. (26437)
Stability of rock slopes, three-dimensional study
ASCE J Soil Mech Found Div
Londe, P. (author) / Vigier, G. (author) / Vormeringer, R. (author)
1969
28 pages
Article (Journal)
English
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