By N. Simons, B. Menzies, M. Matthews

ISBN-10: 0412476002

ISBN-13: 9780412476006

ISBN-10: 0632029080

ISBN-13: 9780632029082

ISBN-10: 0727728717

ISBN-13: 9780727728715

ISBN-10: 0900488360

ISBN-13: 9780900488368

ISBN-10: 9061918413

ISBN-13: 9789061918417

This new addition to the 'Short direction' sequence combines either soil and rock slope engineering - in influence, brief classes - in a single concise quantity. Like its acclaimed significant other quantity a quick direction in beginning Engineering, this ebook specializes in the necessities, explaining basic equipment of balance research and employing them to a variety of sensible functions

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Extra info for A Short Course in Soil and Rock Slope Engineering

Sample text

If saturated clay is unloaded, as may occur in an excavation or cutting, an overall reduction in mean total stress occurs. In a ®ne-grained soil like clay, the viscous resistance to pore water ¯ow prevents the soil structure, relieved of some of its external loading, from rapidly expanding by sucking in pore water from the surrounding soil. With time, this suction is dissipated by drainage into the area of lowered pore pressure from the surrounding area of relatively higher pore pressure unaffected by the excavation.

Some of the failed elements may have reduced in strength to the residual value but this is not strictly necessary for limiting equilibrium in a strain softening material. , 1971) would suggest that failure conditions in such a material, in the sense of a factor of safety of unity, might obtain without any element of the slip surface reaching the residual strength (Bishop, 1971b). Conventional stability analyses do not model progressive failure. On the one hand, to take the peak strength as acting on all elements simultaneously around the slip surface overestimates the factor of safety.

However, while the compressible soil structure requires a volume change to change its loading, the relatively incompressible pore water may change its pressure without much volume change. The external loading change is therefore re¯ected by a change in pore pressure. With time, this `excess' pore pressure will dissipate, volume change occurring by pore-water ¯ow until the consequent change in structural con®guration brings the structural loading into equilibrium with the changed external loading.

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A Short Course in Soil and Rock Slope Engineering by N. Simons, B. Menzies, M. Matthews

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