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- aggregation classification "C1".
- aggregation creator B98400.
- aggregation creator B98401.
- aggregation creator B98402.
- aggregation creator person.
- aggregation date "2011".
- aggregation format "application/pdf".
- aggregation hasFormat 4191087.bibtex.
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- aggregation isPartOf urn:isbn:9788489925670.
- aggregation language "eng".
- aggregation publisher "International Center for Numerical Methods in Engineering (CIMNE)".
- aggregation rights "I have transferred the copyright for this publication to the publisher".
- aggregation subject "Technology and Engineering".
- aggregation title "DEM simulattions of soil-pile interface under static and cyclic loading".
- aggregation abstract "In this study, Discrete Element Method (DEM) was used to simulate interface direct shear tests for both constant normal load (CNL) and constant normal stiffness (CNS) conditions. The model was calibrated and validated using laboratory data. Simulations were made for both static and cyclic tests for different amplitudes at normal stress levels ranging from 100kPa to 400kPa on sand having relative density of 50%. No major difference was observed between static CNS and CNL tests for shear stress behaviour. However, a decrease in normal stress was observed in CNS tests which were evident from the imposed boundary conditions. In cyclic CNS tests, degradation of shear stress was observed for higher displacement amplitudes. Shear band thickness was measured from rotation diagrams and was observed to be 5 to 10 times D50 for all the tests.".
- aggregation authorList BK252865.
- aggregation endPage "294".
- aggregation startPage "287".
- aggregation aggregates 4191093.
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