LU Jinzhi, YANG Zhishuang and LI Pengfei

世界地质(英文版) ›› 2016, Vol. 19 ›› Issue (3) : 182-186.

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世界地质(英文版) ›› 2016, Vol. 19 ›› Issue (3) : 182-186.
论文

 

  • LU Jinzhi, YANG Zhishuang and LI Pengfei
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Experimental study on simulation test instrument and its penetration performance of soil infiltration clogging

  • LU Jinzhi, YANG Zhishuang and LI Pengfei
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摘要

 

Abstract

The three- dimensional seepage simulation test device for siltation dam foundation soil is a multifunc- tional penetration instrument which is designed for the simulation of infiltration clogging,seepage damage,and dam seepage and so on. This device is different from the traditional instruments for the rock and soil permeabili- ty. In order to verify the practicability of the device,the authors collected the soil samples for laboratory pene- tration test,observed the seepage damage phenomenon,and obtained the dynamic change curve of permeability coefficient and isopotential map of water pressure. At the same time,the Geostudio finite element software is used to simulate the steady seepage of the test device. By contrast of the isopotential maps between simulation and actual water pressures, it is found that they are approximately the same. It is proved that the test data of the device is scientific and reliable,reaching the results of the test and design purposes. The instrument can be used in many aspects of experimental study on soil seepage.

关键词

 

Key words

seepage / numerical simulation / penetration performance / soil infiltration clogging

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导出引用
LU Jinzhi, YANG Zhishuang and LI Pengfei.  [J]. 世界地质(英文版). 2016, 19(3): 182-186
LU Jinzhi, YANG Zhishuang and LI Pengfei. Experimental study on simulation test instrument and its penetration performance of soil infiltration clogging[J]. Global Geology. 2016, 19(3): 182-186
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