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Featured researches published by Shinji Fukushima.


Proceedings of geosynthetics symposium | 1987

Strength of Sand Reinforced with Full Scale Reinforcement Material in Large Scale Triaxial Compression Test

Shinji Fukushima; Yoshitoshi Mochizuki; Kazuo Kagawa

A reinforcing mechanism, and strength and deformation characteristics of the reinforced soil have been investigated by a laboratory element test using a small size specimen. However, the properties of soil that reinforced with a full scall reinforcing material can not be studied by the laboratory test as the size of specimen is very small.In this paper, a series of large scale triaxial compression tests were performed in order to investigate the strength and deformation characteristics of sand that reinforced with full scall reinforcing materials (geo-grid, non-woven and metal strip for terre armee). The tests were carried out on a dry sand sample, the results were represented by comparing the stress-strain relation of reinforced sand with that of unreinforced sand.


Soils and Foundations | 1986

STRENGTH AND DEFORMATION CHARACTERISTICS OF SAND IN PLANE STRAIN COMPRESSION AT EXTREMELY LOW PRESSURES

Fumio Tatsuoka; Makoto Sakamoto; Taizo Kawamura; Shinji Fukushima


Soils and Foundations | 1984

STRENGTH AND DEFORMATION CHARACTERISTICS OF SATURATED SAND AT EXTREMELY LOW PRESSURES

Shinji Fukushima; Fumio Tatsuoka


Soils and Foundations | 1986

Failure and deformation of sand in torsional shear.

Fumio Tatsuoka; Shoji Sonoda; Katsushige Hara; Shinji Fukushima; Tej B.S. Pradhan


Soils and Foundations | 1979

SHEAR MODULUS AND DAMPING BY DRAINED TESTS ON CLEAN SAND SPECIMENS RECONSTITUTED BY VARIOUS METHODS

Fumio Tatsuoka; Toshio Iwasaki; Seiichi Yoshida; Shinji Fukushima; Hideo Sudo


Soils and Foundations | 1979

STRESS CONDITIONS AND STRESS HISTORIES AFFECTING SHEAR MODULUS AND DAMPING OF SAND UNDER CYCLIC LOADING

Fumio Tatsuoka; Toshio Iwasaki; Shinji Fukushima; Hideo Sudo


Archive | 2006

Manufacturing method for levee soil and dam body repair method for fill dam

Shinji Fukushima; Norio Nakanishi; Katsuyuki Sakamaki; Shigeru Tani; 憲雄 中西; 伸二 福島; 克之 酒巻


Archive | 2001

Method for reinforcing soil structure bank body

Shinji Fukushima; Mamoru Hamano; Kazuo Ishiguro; Isamu Kakegawa; Shigeru Tani; 勇 掛川; 衛 濱野; 和男 石黒; 伸二 福島


Doboku Gakkai Ronbunshu | 2000

APPLICABILITY OF CEMENT-STABILIZED POND-MUD SOIL AS EMBANKMENT MATERIAL FOR IRRIGATION POND DAM REPAIRMENT

Shinji Fukushima; Akira Kitajima; Kazuo Ishiguro; Yasuhiro Ikeda; Katsuyuki Sakamaki; Shigeru Tani


Soils and Foundations | 1986

AN EXPERIMENTAL STUDY OF THE INFLUENCE OF CONFINING PRESSURE ON PERMEABILITY COEFFICIENTS OF FILLDAM CORE MATERIAL

Shinji Fukushima; Takemi Ishii

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Fumio Tatsuoka

Tokyo University of Science

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Toshio Iwasaki

Ministry of Construction

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