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Liquefaction Strength of Coarse-Grained Soil as Determined by Triaxial Test and In-Situ Liquefaction Strength

机译：三轴试验确定粗粒土的液化强度和原位液化强度

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田中泰雄; 杉本繁俊; 足立直之; 利根川光司;
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年度 2004
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原文格式 PDF
正文语种 jpn
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1. Energy Capacity versus Liquefaction Strength Investigated by Cyclic Triaxial Tests on Intact Soils [J] . Takaji Kokusho, Shunsuke Tanimoto Journal of geotechnical and geoenvironmental engineering . 2021,第4期

机译：活性能力与液化强度对完整土壤的循环三轴试验研究
2. Strength and deformation behaviour of coarse-grained soil by true triaxial tests [J] . SHI Wei-cheng, ZHU Jun-gao, CHIU Chung-fai, 中南大学学报（英文版） . 2010,第005期

机译：真实三轴试验研究粗粒土的强度和变形行为
3. SHEAR AND LIQUEFACTION CHARACTERISTICS OF SANDY SOILS IN TRIAXIAL TESTS [J] . HIROFUMI TOYOTA, KOUICHI NAKAMURA, MOTOKI KAZAMA Journal of the Japanese Geotechnical Society . 2004,第2期

机译：砂土在三轴试验中的剪切和液化特性
4. LIQUEFACTION STRENGTH OF COARSE-GRAINED SOILS AS DETERMINED BY LARGE TORSIONAL TEST AND THE MEMBRANE PENETRATION EFFECT ON THE STRENGTH [C] . World conference on earthquake engineering . 2004

机译：粗粒土壤液化强度，由大扭转试验和对强度的膜渗透效应确定
5. Unsaturated soil stiffness and post-liquefaction shear strength. [D] . Cho, Gye Chun. 2001

机译：不饱和土壤刚度和液化后的剪切强度。
6. Disturbance function for soil disturbed state strength based on X-ray computed tomography triaxial test [O] . X. Li, S. J. Wang, B. H. He, 2015

机译：基于X射线计算机断层扫描三轴试验的土壤扰动状态强度扰动函数
7. Liquefaction strength of coarse -grained soil as determined by large torsional test and the membrane penetration effect on the strength [O] . 田中泰雄, 杉本繁俊, 足立直之 2003

机译：大扭转试验确定的粗粒土的液化强度以及膜渗透对强度的影响
8. In-situ Strength of Seafloor Soil Determined from Tests on Partially Disturbed Cores. [R] . lee, h. j. 1973

机译：部分扰动岩心试验确定海底土的原位强度。

Liquefaction Strength of Coarse-Grained Soil as Determined by Triaxial Test and In-Situ Liquefaction Strength

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