| 沉积软岩强度和变形特征的研究综述 |
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| 引用本文： | 龙冈文夫,王林,TATSUOKA Fumio,Wang Lin. 沉积软岩强度和变形特征的研究综述[J]. 岩石力学与工程学报, 2003, 22(6): 872-893 |
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| 作者姓名： | 龙冈文夫 王林 TATSUOKA Fumio Wang Lin |
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| 作者单位： | [1]DepartmentofCivilEngineering,UniversityofTokyo,Tokyo113-8656Japan [2]ChuoKaihatsuCorp.,Tokyo169-8612Japan |
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| 摘 要： | The strength and deformation characteristics of sedimentary soft rock evaluated in relation to several large-scale researc and construction projects in Japan are reviewed.The elastic stiffiness at small non-linearity due to strain and pressure level,and viscous properties are described.The elastic stiffness from triaxial tests using high-quality core samples while measuring stresses and strains accurately is basically the same as the corresponding value from field shear wave velocity.It is necessary to take into account the dependency or stiffness on shear and pressure level,which could be evaluated by relevant laboratory stress-strain tests while referring to results trom relevant field loading tests.Loading rate effects due to the material viscous properties could be simulated by a non-linear three-component model.
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| 关 键 词： | 沉积 软岩石 强度 变形 综述 |
BRIEF REVIEW OF THE STRENGTH AND DEFORMATION CHARACTERISTICS OF SEDIMENTARY SOFT ROCK |
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| TATSUOKA Fumio,Wang Lin. BRIEF REVIEW OF THE STRENGTH AND DEFORMATION CHARACTERISTICS OF SEDIMENTARY SOFT ROCK[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(6): 872-893 |
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| Authors: | TATSUOKA Fumio Wang Lin |
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| Abstract: | The strength and deformation characteristics of sedimentary soft rock evaluated in relation to several large-scale research and construction projects in Japan are reviewed. The elastic stiffness at small strains, non-linearity due to strain and pressure level, and viscous properties are described. The elastic stiffness from triaxial tests using high-quality core samples while measuring stresses and strains accurately is basically the same as the corresponding value from field shear wave velocity. It is necessary to take into account the dependency of stiffness on shear strain and pressure level, which could be evaluated by relevant laboratory stress-strain tests while referring to results from relevant field loading tests. Loading rate effects due to the material viscous properties could be simulated by a non-linear three-component model. |
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| Keywords: | rock mechanics sedimentary soft rock triaxial tests deformation characteristic |
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