Evaluation of Babolsar Sand Behaviour by Using Static Triaxial Tests and Comparison with Case History
Open Access
- 1 January 2014
- journal article
- research article
- Published by Scientific Research Publishing, Inc. in Open Journal of Civil Engineering
- Vol. 04 (03), 181-197
- https://doi.org/10.4236/ojce.2014.43016
Abstract
An experimental study is carried out to investigate the static liquefaction of sand. For this purpose, Babolsar sand with its liquefiable parameters such as soil properties and high seismic level of underground water are investigated using static compression drained and un-drained tri-axial tests under isotropically and anisotropically conditions. Also, the data results of this sand are compared with those of the previous studies on soil case history. The study results indicate that Babolsar sand can experience the whole possible states of liquefaction soil, i.e. flow failure, limited and dilation behavior.Keywords
This publication has 30 references indexed in Scilit:
- Use of laboratory data to confirm yield and liquefied strength ratio conceptsCanadian Geotechnical Journal, 2003
- An experimental examination of the critical state and other similar concepts for granular soilsCanadian Geotechnical Journal, 1995
- Undrained shear strength for liquefaction flow failure analysisCanadian Geotechnical Journal, 1995
- State-boundary surface for very loose sand and its practical implicationsCanadian Geotechnical Journal, 1994
- Initiation of static instability in the submarine Nerlerk bermCanadian Geotechnical Journal, 1993
- Liquefaction and flow failure during earthquakesGéotechnique, 1993
- Collapse behavior of sandCanadian Geotechnical Journal, 1993
- Undrained response of loosely compacted sands during monotonic and cyclic compression testsGéotechnique, 1993
- Effect of Static Shear on Resistance to LiquefactionSoils and Foundations, 1983
- Shear Characteristics of a Quick Sand in the Arabian GulfSoils and Foundations, 1979