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Cyclic Undrained Triaxial and Torsional Shear Strength of Sands for Different Sample Preparation Methods

机译：不同样品制备方法的循环不推进的三轴和扭转剪切强度

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Fumio Tatsuoka; Kenzo Ochi; Shinji Fujii; Masahiro Okamoto;
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年度 1986
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1. CHANGE OF SMALL STRAIN QUASI-ELASTIC DEFORMATION PROPERTIES DURING UNDRAINED CYCLIC TORSIONAL SHEAR AND TRIAXIAL TESTS OF TOYOURA SAND [J] . Junichi Koseki, Sadahiro Kawakami, Hiroshi Nagayama 地盘工学会论文报告集 . 2000,第3期

机译：丰浦砂未受弯扭剪和三轴试验过程中小应变准弹性变形特性的变化
2. UNDRAINED MONOTONIC AND CYCLIC STRENGTH OF COMPACTED ROCKFILL MATERIAL FROM TRIAXIAL AND TORSIONAL SIMPLE SHEAR TESTS [J] . Yasuda N., Yoshioka R., Takahashi M., Canadian Geotechnical Journal . 1997,第3期

机译：三轴和扭转简单剪力试验中压实堆石材料的不排水单调和循环强度
3. Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear [J] . Gabriele Chiaro, Takashi Kiyota, Junichi Koseki Soils and foundations . 2013,第1期

机译：初始静态剪切下不排水循环扭剪试验中松散饱和丰友砂的应变局部化特征
4. Effect of Initial Fabric on Cyclic and Monotonic Undrained Shear Strength of Gioia Tauro Sand [C] . Daniela Porcino, Vincenzo Marcianò Seismic Engineering Conference . 2008

机译：初始织物对Gioia Tauro沙子循环和单调不调整剪切强度的影响
5. Void ratio redistribution in saturated sand during undrained triaxial shearing by x-ray computerised tomography. [D] . Thomson, Peter Ryan. 2005

机译：X射线计算机断层摄影术在不排水的三轴剪切过程中饱和砂中的空隙比重新分布。
6. Comparison of multiple rebond shear strengths of debonded brackets after preparation with sandblasting and CO2 laser [O] . Mojgan Kachoei, Amir Mohammadi, Maziar Esmaili Moghaddam, 2016

机译：喷砂和CO2激光制备后脱粘托槽的多次再结合剪切强度的比较
7. Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear [O] . Chiaro Gabriele, Kiyota Takashi, Koseki Junichi 2013

机译：初始静态剪切不排水循环扭剪试验中松散饱和Toyoura砂的应变局部化特征
8. Tables for Determining Isotropic and Anisotropic Shear Strengths from Consolidated Undrained Triaxial Compression Tests. [R] . johnson,stanley j. jeng,yu-shih 1976

机译：从合并不排水三轴压缩试验中确定各向同性和各向异性剪切强度的表。

Cyclic Undrained Triaxial and Torsional Shear Strength of Sands for Different Sample Preparation Methods

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