Research Article
Jan 1961
Computer Analysis of Slope Stability
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 1
Abstract
A computer program has been written that can solve a great variety of slope stability problems. It is possible to analyze a slope with any surface configuration, with one or two soil strata in any pattern, and with or without water table, pore pressures, increasing cohesion with depth, tension cracks, rigid base or loads anywhere on the surface. Given these properties of a slope, the computer will automatically search out the minimum factor of safety, solving the entire problem in from one to three minutes.
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© 1961 American Society of Civil Engineers.
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Published in print: Jan 1961
Published online: Feb 10, 2021
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John A. Horn, AM.ASCE
Lt., (jg), Civ. Engrg. Corps, U.S. Navy, U.S. Naval Civ. Engrg. Lab., Port Heuneme, Calif.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.