BUCKLING STRESS OF SLENDER PILE WITH LATERAL DISPLACEMENT AT THE PILE HEAD IN LIQUEFIED SOIL
Author:
Affiliation:
1. Dept. of Structural Engineering, Nagasaki University
2. Dept. of Architecture and Building Engineering, Graduate School of Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/72/617/72_KJ00004621798/_pdf
Reference4 articles.
1. 5) TIMOSHENKO. Elastic Stability. McGraw Hill. (1961)
2. 6) MSC. MARC2003 User Guide Version 2003. (2003)
3. 9) BHATTACHARYA S. An alternative mechanism of pile failure in liquefiable deposits during earthquakes. Geotechnique. (2004) vol.54, no.3, p.203-213. doi:10.1680/geot.54.3.203.36349
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