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- W108242926 abstract "SYNOPSIS Slope problems are classified independent of lithology into three groups: simple, or failure on major discontinuities; combined, or failure partly on a discontinuity and partly through the rock mass; complex, or failure through the rock mass. While discontinuity strengths can be measured by traditional methods, realistic data on rock mass parameters are not readily available at least at very low stresses. Consideration is given to the various factors influencing this strength and high angles of shearing resistance together with low or zero cohesions are proposed for slope design in complex rocks. Case histories are used to illustrate the discussions." @default.
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- W108242926 date "1988-01-01" @default.
- W108242926 modified "2023-09-25" @default.
- W108242926 title "SLOPES IN ROCK: A DESIGN PHILOSOPHY" @default.
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- W108242926 doi "https://doi.org/10.1016/b978-0-08-035894-9.50060-3" @default.
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