標題: | A laboratory study on the undrained strength of a silty sand from Central Western Taiwan |
作者: | Huang, YT Huang, AB Kuo, YC Tsai, MD 土木工程學系 Department of Civil Engineering |
關鍵字: | sand;cyclic resistance;fines content;critical state;shear wave velocity |
公開日期: | 1-十月-2004 |
摘要: | The sand deposit in Central Western Taiwan typically contained significant amounts of fines. The assessment of liquefaction potential using the simplified procedure often involved adjustment in field test results to account for the effects of fines. The available fines content (FC) adjustment methods are highly empirical and may lead to very different conclusions. The need and/or level of FC adjustment should be justified based on cyclic behavior of sand and its relationship with fines. This study made an attempt to provide that reference information for a silty sand commonly found in Central Western Taiwan. A series of isotropic consolidation, undrained monotonic and cyclic triaxial tests were conducted on reconstituted Mai Liao Sand (MLS) with various FCs and densities. Concurrent shear wave velocities were measured using bender elements in some of the cyclic triaxial tests. This paper describes the geological background, the laboratory tests and their implications in the assessment of liquefaction potential for MLS. (C) 2004 Published by Elsevier Ltd. |
URI: | http://dx.doi.org/10.1016/j.soildyn.2004.06.013 http://hdl.handle.net/11536/26340 |
ISSN: | 0267-7261 |
DOI: | 10.1016/j.soildyn.2004.06.013 |
期刊: | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING |
Volume: | 24 |
Issue: | 9-10 |
起始頁: | 733 |
結束頁: | 743 |
顯示於類別: | 會議論文 |