Gravel Soil Infiltration Study Based on CT Technology

ZUO Yong-zhen, CHENG Zhan-lin, DING Hong-shun

Journal of Changjiang River Scientific Research Institute ›› 2011, Vol. 28 ›› Issue (2) : 28-31.

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PDF(2585 KB)
Journal of Changjiang River Scientific Research Institute ›› 2011, Vol. 28 ›› Issue (2) : 28-31.
HEALTHY CHANGJIANG RIVER

Gravel Soil Infiltration Study Based on CT Technology

  • ZUO Yong-zhen, CHENG Zhan-lin, DING Hong-shun
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Abstract

The position of gravel soil infiltration peaks plays an important role to the design and safe operation of dam, but it can not be experimentally verified by the previous techniques. CT technology, as the most advanced non-destructive detection technology, has a unique advantage in the rock mechanics experiments. CT technology was applied to the gravel soil infiltration tests, the obtained CT images are clear and reliable. It can accurately indicate the position of infiltration peak, therefore, it ' s an effective approach. From the CT infiltration images we can see the more obvious stratification line, meanwhile peak appears ladder-like, which is the phenomenon caused by capillarity in the development process of the infiltration peak invasion.

Key words

CT technology   /  gravel soil   /  infiltration test

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ZUO Yong-zhen, CHENG Zhan-lin, DING Hong-shun. Gravel Soil Infiltration Study Based on CT Technology[J]. Journal of Changjiang River Scientific Research Institute. 2011, 28(2): 28-31
PDF(2585 KB)

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