3D Seepage Numerical Analysis of Three-dimensional Drainage System in Loess Landsliding Body
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3D Seepage Numerical Analysis of Three-dimensional Drainage System in Loess Landsliding Body
Bulletin of Soiland Water ConservationVol. 23, Issue 6, Pages: 6-9(2004)
作者机构:
1. 西安理工大学水利水电工程学院,陕西,西安,710048
2. 西北农林科技大学水利与建筑工程学院, 陕西杨凌,712100
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Published:2004
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ZHANG Ai-jun, KANG Shun-xiang, LI Peng. 3D Seepage Numerical Analysis of Three-dimensional Drainage System in Loess Landsliding Body[J]. Bulletin of Soiland Water Conservation, 2004, 23(6): 6-9.
DOI:
ZHANG Ai-jun, KANG Shun-xiang, LI Peng. 3D Seepage Numerical Analysis of Three-dimensional Drainage System in Loess Landsliding Body[J]. Bulletin of Soiland Water Conservation, 2004, 23(6): 6-9.DOI:
3D Seepage Numerical Analysis of Three-dimensional Drainage System in Loess Landsliding Body
Setting three-dimensional drainage system which is composed drainage culvert and horizontal
vertical and acclivitous drainage bore in loess landsliding body
is an effectual method for dropping the underground water level and improving the stability of slope
but its effection estimation is a problem. The 3D seepage numerical analyze is an effectual method to solve the difficulty. The three-dimensional drainage system in a typical loess landsliding body at Guanzhong section of Weihe River is simulated with 3D seepage numerical analyze method. The results show that because of complexity of stratum in landsliding body
the infiltrative coefficients obtained with indoor testing do not accord with naturalness
the anti-analyze is needed according to the determined underground water level on the spot; the space and position between drainage bore hugely influence the effect of dropping the underground water level.
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