Discussion: Shear-stress-strain time behaviour of clays

Mesri, G.; Febres-Cordero, E.; Shields, David R.; Castro, A.

doi:10.1680/geot.1982.32.4.407

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Preconsolidation Pressure1

One-dimensional Consolidation and Compressibility1

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2012

2024

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Cited by 7 publications

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“…However, the resulting preconsolidation pressure must be corrected to obtain EOP σ′ p (Mesri & Choi, 1979, 1984Mesri, 1987;Terzaghi et al, 1996).…”

Section: Preconsolidation Pressurementioning

confidence: 99%

Site characterisation for the Ballina field testing facility

et al. 2018

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“…However, the resulting preconsolidation pressure must be corrected to obtain EOP σ′ p (Mesri & Choi, 1979, 1984Mesri, 1987;Terzaghi et al, 1996).…”

Section: Preconsolidation Pressurementioning

confidence: 99%

Site characterisation for the Ballina field testing facility

et al. 2018

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“…Therefore, it may be necessary to multiply the values of preconsolidation pressure determined from the CRS tests by 0 . 90 to obtain the EOP ó 9 p (Mesri & Choi, 1979, 1984Mesri et al, 1994). Mesri et al (1975: p. 541-542) introduced the comparison among the EOP e-log ó 9 v curves of undisturbed, remoulded and sedimented specimens as a means of estimating the source of soil structure for a soft clay deposit.…”

Section: One-dimensional Consolidation and Compressibilitymentioning

confidence: 99%