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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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Using a modified direct shear apparatus to explore gap and size effects on shear resistance of coarse-grained soil 被引量:5
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作者 Wenxi Fu Xing Zheng +1 位作者 Xiaozhang Lei Jianhui Deng 《Particuology》 SCIE EI CAS CSCD 2015年第6期82-89,共8页
This work used a modified direct shear apparatus, created newly by the authors, to explore effects of the gap between shear box halves and specimen size on the shear resistance of coarse-grained soil. The shear boxes ... This work used a modified direct shear apparatus, created newly by the authors, to explore effects of the gap between shear box halves and specimen size on the shear resistance of coarse-grained soil. The shear boxes of this apparatus were assembled from a series of steel structures capable of superimposition and nesting. Such characteristics facilitated variation of specimen size in both diameter and height. The new device can also maintain a constant gap during shearing. We performed a series of gap-effect and size-effect tests for two uniformly graded, coarse^grained soil samples. The test results showed that both the gap space and specimen size bad significant influences on shear resistance of the coarse-grained soil. Further, analysis of variations in shear strength indices led to a reasonable gap dimension and specimen size of the two soil samples. 展开更多
关键词 direct shear apparatus Gap effectSize effect shear resistance Coarse-grained soil
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