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LIQUEFACTION BEHAVIOR OF LOOSE SAND CONTAINING NON-PLASTIC FINES UNDER INITIAL SHEAR STRESSES -INVESTIGATION BY CYCLIC AND MONOTONIC LOADING TORTIONAL SHEAR TESTS-

机译：循环和单调载荷齿轮剪切试验初始剪切应力下含有非塑料细粉的松散沙子的液化行为 -

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Takuya KUSAKA; Takaji KOKUSHO; Ryotaro ARAI;
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年度 2013
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2. Constitutive modeling the undrained behaviors of sands with non-plastic fines under monotonic and cyclic loading [J] . Xu Ling-Yu, Zhang Jing-Zhe, Cai Fei, Soil Dynamics and Earthquake Engineering . 2019,第Auga期

机译：单调和循环载荷下非塑料粉的砂砂的不统计行为构成
3. Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests [J] . Gabriele Chiaro, Junichi Koseki, Takeshi Sato Soils and foundations . 2012,第3期

机译：在不排水循环扭剪试验中，初始静态剪力对松散饱和丰谷砂的液化和大变形特性的影响
4. Role of Plastic and Non-Plastic Fines on Cyclic Shear Behavior of Saturated Sands [C] . Y. Nabeshima, T. Matsui International Offshore and Polar Engineering Conference . 2003

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5. An Investigation into the Behavior of Ottawa Sand through Monotonic and Cyclic Shear Tests. [D] . Vasko, Andrew. 2015

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7. Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests [O] . Chiaro, Gabriele, Koseki, Junichi, Sato, Takeshi 2012

机译：在不排水循环扭剪试验中，初始静态剪力对松散的饱和丰谷砂土的液化和大变形特性的影响
8. Performance of Log Shear Walls and Lag Screw Connections Subjected to Monotonic and Reverse-Cyclic Loading. [R] . Graham, D. A. 2007

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LIQUEFACTION BEHAVIOR OF LOOSE SAND CONTAINING NON-PLASTIC FINES UNDER INITIAL SHEAR STRESSES -INVESTIGATION BY CYCLIC AND MONOTONIC LOADING TORTIONAL SHEAR TESTS-

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