LOAD TESTS ON BORED PHC NODULAR PILES IN DIFFERENT GROUND CONDITIONS AND THE BEARING CAPACITY BASED ON SIMPLE SOIL PARAMETERS
Author:
Affiliation:
1. GEOTOP Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijt/1/1/1_KJ00003440815/_pdf
Reference6 articles.
1. 1) Ogura H. Study on Bearing Capacity of Nodular Cylinder Pile by Scaled Model Test. Journal of Structural and Construction Engineering(Transactions of AIJ). (1987) vol.374, p.87-97.
2. 2) Ogura H. Study on Bearing Capacity of Nudular Cylinder Pile by Full - scale Test of Jacked Piles. Journal of Structural and Construction Engineering(Transactions of AIJ). (1988) vol.386, p.66-77.
3. 3) Ogura H. A Theoretical Analysis on Load - Settlement Behavior of Nodular Piles. Journal of Structural and Construction Engineering(Transactions of AIJ). (1988) vol.393, p.152-164.
4. 4) Yabuuchi Y. Bearing Mechanism of Nodal Piles in Sand. Deep Foundations on Bored and Auger Piles BAP II. A. A. Balkema. (1993) p.333-336.
5. 5) Japanese Society of Soil Mechanics and Foundation Engineering . JSSMFE Standard for Vertical Load Tests of Piles. JSF 1811 - 1993.
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