A STUDY ON THE MODELING OF THE END BEARING CAPACITY OF PILE FOR THE TWO DIMENTIONAL EFFECTIVE STRESS ANALYSIS-Reference-Cited by-同舟云学术

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A STUDY ON THE MODELING OF THE END BEARING CAPACITY OF PILE FOR THE TWO DIMENTIONAL EFFECTIVE STRESS ANALYSIS

Published:2015 Issue:4 Volume:71 Page:I_408-I_423
ISSN:2185-4653
Container-title:Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
language:en
Short-container-title:J. JSCE, Ser. A1

Author:

HYODO Junichi,SHIOZAKI Yoshio,SONE Akito,OZUTSUMI Osamu,ICHII Koji

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscejseee/71/4/71_I_408/_pdf

Reference5 articles.

1. 3) Iai, S., Matsunaga, Y., Kameoka, T. : Strain space plasticity model for cyclic mobility, Soils and Foundations, Vol. 32, No. 2, pp. 1-15, 1992.

2. 8) Hirayama, H. : Load-settlement analysis for bored piles using hyperbolic transfer functions, Soils and Foundations, Vol. 30, No. 1, pp55-64, 1990.

3. 12) Vesic A. S. : Experiments with instrumented pile groups in sand, ASTM STP444, pp. 177-222, 1969.

4. 18) Iai, S. : Threed imensional formulation and objectivity of a strain space multiple mechanism model for sand, Soils and Foundations, Vol. 33, No. 1, pp. 192-199, 1993.

5. 19) BCP Committee : Field tests on piles in sand, Soils and Foundations, Vol. 11, No. 2, pp29-49, 1971.

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1. A simplified method to consider the pile of insufficient length to obtain the support from bearing stratum;Journal of Asian Architecture and Building Engineering;2020-06-30

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