ULTIMATE VERTICAL STRENGTH AND ULTIMATE FLEXURAL MOMENT OF STEEL PILE SUBJECTED TO VERTICAL AND HORIZONTAL LOAD IN LIQUEFIED SUBGRADE
Author:
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/77/675/77_775/_pdf
Reference13 articles.
1. An alternative mechanism of pile failure in liquefiable deposits during earthquakes
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1. Ultimate Strength of Steel Pile Top Filled with Concrete Using Reduced Scale Model Test Considering Effects of Inner Ribs and Concrete-Pile Bonds;Lecture Notes in Civil Engineering;2023-12-12
2. EVALUATION FOR ULTIMATE STRENGTH OF CONCRETE FILLED STEEL TUBE PILE COLLAPSES WITH DYNAMIC BUCKLING IN LIQUFIED SOIL BASED ON CENTRIFUGAL TEST;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-11-01
3. EVALUATION OF ULTIMATE BENDING STRENGTH AND DEFORMATION CAPACITY AT CONCRETE FILLED PART OF STEEL PIPE PILE;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-08-01
4. Determining the critical buckling load of locally stiffened U-shaped steel sheet pile using dynamic correlation coefficient method;Scientific Reports;2022-07-28
5. COLLAPSE MECHANISM OF STEEL PILES IN LIQUEFIED SOIL BASED ON CENTRIFUGAL TESTS OF SUPERSTRUCTURE-PILE FOUNDATION AND LIQUEFIED SOIL SYSTEM WITH HIGH HEIGHT-TO-WIDTH ASPECT RATIO OF BUILDING;Journal of Structural and Construction Engineering (Transactions of AIJ);2021
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