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Experimental Study on Physical-mechanical Properties and Fracture Behaviors of Saturated Yellow Sandstone Considering Coupling Effect of Freeze-Thaw and Specimen Inclination

机译：考虑冻融和标本倾斜耦合效应的饱和黄色砂岩物理力学性能和断裂行为的实验研究

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Liang Chen; Peng Wu; Yanlong Chen; Wei Zhang;
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1. Experimental Study on Physical-mechanical Properties and Fracture Behaviors of Saturated Yellow Sandstone Considering Coupling Effect of Freeze-Thaw and Specimen Inclination [J] . International journal of applied mechanics . 2020,第3期

机译：考虑冻融和标本倾斜耦合效应的饱和黄砂岩物理力学性能和断裂行为的实验研究
2. Experimental Investigation on Dynamic Fracture Mechanism and Energy Evolution of Saturated Yellow Sandstone under Different Freeze-Thaw Temperatures [J] . Chen Liang, Mao Xianbiao, Yang Shengli, Advances in civil engineering . 2019,第PTa13期

机译：不同冻融温度下饱和黄色砂岩动态断裂机制和能量演化的实验研究
3. Experimental Investigation on Dynamic Fracture Mechanism and Energy Evolution of Saturated Yellow Sandstone under Different Freeze-Thaw Temperatures [J] . Liang Chen, Xianbiao Mao, Shengli Yang, Advances in civil engineering . 2019,第1期

机译：不同冻融温度下饱和黄色砂岩动态断裂机制和能量演化的实验研究
4. Study on influence of freeze-thaw cycles on the physical-mechanical properties of loess [C] . Bi guiquan International Conference on Smart Materials and Intelligent Systems . 2012

机译：冻融循环对黄土物理力学性能影响的研究
5. Experimental and numerical study of solute transport through saturated fractured porous aquifer. [D] . Amoah, Nelson. 1997

机译：溶质通过饱和裂隙多孔含水层输运的实验和数值研究。
6. Experimental Study on Mechanical Characteristics and Fracture Patterns of Unfrozen/Freezing Saturated Coal and Sandstone [O] . Chong Wang, Shuangyang Li, Tongwei Zhang, 2019

机译：未冻结/冻结饱和煤和砂岩的力学特性和断裂模式的实验研究
7. Experimental Investigation on Dynamic Fracture Mechanism and Energy Evolution of Saturated Yellow Sandstone under Different Freeze-Thaw Temperatures [O] . Liang Chen, Xianbiao Mao, Shengli Yang, 2019

机译：不同冻融温度下饱和黄色砂岩动态断裂机制和能量演化的实验研究

Experimental Study on Physical-mechanical Properties and Fracture Behaviors of Saturated Yellow Sandstone Considering Coupling Effect of Freeze-Thaw and Specimen Inclination

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