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Details

Autor(en) / Beteiligte
Titel
Preliminary research on the theory and application of unsaturated Red-layers embankment settlement based on rheology and consolidation theory
Ist Teil von
  • Environmental earth sciences, 2016-03, Vol.75 (6), p.1, Article 503
Ort / Verlag
Berlin/Heidelberg: Springer Berlin Heidelberg
Erscheinungsjahr
2016
Quelle
springer (창간호~2014)
Beschreibungen/Notizen
  • The settlement of an embankment body is always a significant technological issue in highway and railway construction. The embankment body is usually constructed using unsaturated soil, whose deformation consists of three parts, instantaneous deformation, primary-consolidation deformation and secondary-consolidation deformation. The primary consolidation and the secondary compression deformations are not two separate processes, but they influence each other, that are the deformation of the embankment body is the coupling-effect result of unsaturated-rheology and consolidation. Based on the results of uniaxial compression creep test of crushed Red-layers mudstone soils and the principle of the single stress state variable in unsaturated soils, the theory of unsaturated embankment settlement of Red-layers is put forward. Physical centrifugal tests and numerical simulation of centrifugal loading process are adapted not only to study the relationships of the settlement of the embankment body filled with different compaction coefficients versus embankment filling height, as well as the settlement after construction versus time, but also to predict the settlement after construction. Based on these studies, a project case, the settlement characteristics of a section of the railway line for passenger traffic from Chongqing to Suining have been studied by numerical simulation considering actual filling process. These show that the physical centrifugal tests and site monitoring data largely coincide with the corresponding numerical simulation results, showing the high validation of the proposed coupling-theory.
Sprache
Englisch
Identifikatoren
ISSN: 1866-6280
eISSN: 1866-6299
DOI: 10.1007/s12665-016-5313-2
Titel-ID: cdi_proquest_journals_1781216890

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