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Download Cyclic behaviour of soils and liquefaction phenomena : by Theodoros Triantafyllidis PDF

By Theodoros Triantafyllidis

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Extra info for Cyclic behaviour of soils and liquefaction phenomena : proceedings of the International Conference on Cyclic Behaviour of Soils and Liquefaction Phenomena, 31 March02 April 2004, Bochum, Germany

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Hardening law governs contraction or expansion of the bounding surface dependent on plastic changes of void ratio: p˙ c = − ∂F ∂σ¯ ∂F ∂σ¯ nF = pc pc0 S p r r0 loading surface Figure 1. The bounding surface in pq space. Figure 2. 42 Copyright © 2004 Taylor & Francis Group plc, London, UK Radial projection rule. 1 (17) σ¯ = β (σ − σ S ) + σ S (18) 1 a + sgn(np ) np 2 1 w Equipment description – Internal ε1 on the lateral surface of the specimen using two couples of high resolution submergible proximity transducers.

085. 72. 2 and 5 are (35) Finding required components under mixed control resolves the task to integration of constitutive equations in a strain driven manner and iteratively imposing equilibrium condition involving prescribed stress components. Different integration methods can be used to obtain stress increments. In the procedure employed in simulating triaxial cyclic loading explicit modified Euler scheme with error control has been applied (Sloan 1987). e. 5 (32) i = 0, 1, 2, . . 0 Figure 6.

5 The outcome of the two series of undrained loading tests, one in the monotonic loading and the other in the cyclic loading has shown the same tendency of the sand behaviour in that the strength in both types of loading becomes stronger as the degree of saturation is reduced. In the case of the monotonic loading, the decreased level of saturation makes the sand behave more in dilative manner for loose to medium loose state of packing. Therefore, the strength becomes stronger with decreasing B-value.

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