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Description
  • A rearrangement of the hypoplastic constitutive equation is proposed that enables the incorporation of an asymptotic state boundary surface of an arbitrary predefined shape into the model, with any corresponding asymptotic strain-rate direction. This opens the way for further development of hypoplastic models. To demonstrate the flexibility of the proposed approach, a hypoplastic equivalent of the modified Cam-clay model is developed. A comparison of the predictions of the elasto-plastic and hypoplastic models reveals the merits of the hypoplastic formulation. Although both models predict the same asymptotic states, hypoplasticity predicts a smooth transition between overconsolidated and normally consolidated states, and thus accounts for the non-linearity of the soil behaviour inside the state boundary surface in a natural manner.
  • A rearrangement of the hypoplastic constitutive equation is proposed that enables the incorporation of an asymptotic state boundary surface of an arbitrary predefined shape into the model, with any corresponding asymptotic strain-rate direction. This opens the way for further development of hypoplastic models. To demonstrate the flexibility of the proposed approach, a hypoplastic equivalent of the modified Cam-clay model is developed. A comparison of the predictions of the elasto-plastic and hypoplastic models reveals the merits of the hypoplastic formulation. Although both models predict the same asymptotic states, hypoplasticity predicts a smooth transition between overconsolidated and normally consolidated states, and thus accounts for the non-linearity of the soil behaviour inside the state boundary surface in a natural manner. (en)
Title
  • Hypoplastic Cam-clay model
  • Hypoplastic Cam-clay model (en)
skos:prefLabel
  • Hypoplastic Cam-clay model
  • Hypoplastic Cam-clay model (en)
skos:notation
  • RIV/00216208:11310/12:10131489!RIV13-GA0-11310___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP105/11/1884), P(GAP105/12/1705), P(TA01031840), Z(MSM0021620855)
http://linked.open...iv/cisloPeriodika
  • 6
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 140139
http://linked.open...ai/riv/idVysledku
  • RIV/00216208:11310/12:10131489
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • stress path; stiffness; plasticity; constitutive relations; clays (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV
  • [0AB09DE83259]
http://linked.open...i/riv/nazevZdroje
  • Geotechnique
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 62
http://linked.open...iv/tvurceVysledku
  • Mašín, David
http://linked.open...ain/vavai/riv/wos
  • 000304797000009
http://linked.open...n/vavai/riv/zamer
issn
  • 0016-8505
number of pages
http://bibframe.org/vocab/doi
  • 10.1680/geot.11.T.019
http://localhost/t...ganizacniJednotka
  • 11310
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