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A study on dynamic shear strength on frozen soil-concrete interface 被引量:5
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作者 Peng Lv JianKun Liu yinghui cui 《Research in Cold and Arid Regions》 CSCD 2013年第4期408-412,共5页
Using newly developed dynamic shearing devices, the dynamic sheafing strength of frozen soil-conerete interface was studied experimentally. By placing concrete blocks in the lower half of the shear box and frozen soil... Using newly developed dynamic shearing devices, the dynamic sheafing strength of frozen soil-conerete interface was studied experimentally. By placing concrete blocks in the lower half of the shear box and frozen soil sample in the upper part, a series of dynamic shear tests on their interfaces were carried out. The obtained results are summarized and the main influencing factors are revealed. 展开更多
关键词 frozen soil-concrete interface dynamic direct shear dynamic shear slrength
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Development of a dynamic load direct shear apparatus for the study of permafrost
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作者 yinghui cui JianKun Liu Peng Lv 《Research in Cold and Arid Regions》 CSCD 2013年第4期399-403,共5页
The dynamic parameters of permafrost are crucial to and directly affect the accuracy of engineering design and numerical simulation. This paper describes a new dynamic load direct shear apparatus that was developed to... The dynamic parameters of permafrost are crucial to and directly affect the accuracy of engineering design and numerical simulation. This paper describes a new dynamic load direct shear apparatus that was developed to measure these parameters. The power systems and measurement and control systems of the device are described, as is a successful validation experiment. The results show that this dynamic load direct shearing device can accurately derive dynamic shear parameters within a certain range of frequencies and ampli- tudes of shear load. 展开更多
关键词 PERMAFROST dynamic load direct shear apparatus dynamic parameters
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