TEST ON SOFT SEDIMENTARY ROCK UNDER DIFFERENT LOADING PATHS AND ITS INTERPRETATION
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概要
- 論文の詳細を見る
Tests on soft sedimentary rock under conventional triaxial and plane-strain compression and/or creep have been conducted. The purpose of the tests is to investigate the influence of intermediate principal stress that may affect the strength and dilatancy of the soft sedimentary rock under different loading paths. Meanwhile, theoretical simulations by an elasto-viscoplastic constitutive model were also conducted. Influence of membrane and filter paper was investigated using finite element analysis based on the elasto-viscoplastic model. Furthermore, particular attention was paid to the migration of excessive pore water pressure within a specimen, by continuous monitoring of the inner excessive pore water pressure of specimens and calculation with soil-water coupled finite element-finite difference (FE-FD) method. The shear strength, inherent dilatancy and creep behavior of soft rock were explained experimentally and numerically in detail.
- 社団法人地盤工学会の論文
著者
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ZHANG Feng
Department of Cardiology, Zhongshan Hospital, Fudan University
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Zhang Feng
Department Of Civil Engineering Nagoya Institute Of Technology
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Aung Hla
Geo-research Institute
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Yashima Atsushi
Department Of Civil Engineering Gifu University
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YE GUANLIN
Geo-Research Institute
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NAITO KIYOKAZU
Department of Civil Engineering, Gifu University
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Naito Kiyokazu
Department Of Civil Engineering Gifu University
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ZHANG Feng
Department of Bioresource Science, United Graduate School of Agricultural Science, Iwate University
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