Discussion on Soil Stabilizer for Seepage Control of Canal in Loess Area
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Discussion on Soil Stabilizer for Seepage Control of Canal in Loess Area
Bulletin of Soiland Water ConservationVol. 24, Issue 2, Pages: 60-62(2005)
作者机构:
1. 西安理工大学,陕西,西安,710048
2. 西北农林科技大学水利水电科学研究院, 陕西 杨凌,712100
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Published:2005
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HAN Su-jian, GUO Min-xia, LI Ning. Discussion on Soil Stabilizer for Seepage Control of Canal in Loess Area[J]. Bulletin of Soiland Water Conservation, 2005, 24(2): 60-62.
DOI:
HAN Su-jian, GUO Min-xia, LI Ning. Discussion on Soil Stabilizer for Seepage Control of Canal in Loess Area[J]. Bulletin of Soiland Water Conservation, 2005, 24(2): 60-62.DOI:
Discussion on Soil Stabilizer for Seepage Control of Canal in Loess Area
Several new-style soil consolidator are int roduced according to the loess properties of Guanzhong area in Shaanxi Province.The capacities of the soils mixed with stabilizers were tested
including compaction
unconfined compression strength
seepage and frozen-thawing.The results indicated that their optimal water content decreased;maximum dry density increased;and the compression characteristics had significant effects after the soils were mixed with soil consolidators;the intensities of the soils inundated in water
after 28 days
were separated from 0~3.37 MPa;the seepage modulus is between 8.59×10-6~1. 81×10-7cm/s;and the frozen-thawing times were also different
the ultimate up to 20 times.In short
when stabilized soil is directly used as channel face seepage cont rol material
its endurance is worse than concrete
but it is possible to be used as secondary grade seepage control of canal.
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Research on Plant Protection for Loess Cutting Slope of Highway in Shaanxi Province
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Related Author
LIU Jun-feng
SU Ying
QIN Xi-wen
LIN Du-jun
MENG Yong-hui
WU Yan-qing
JING Yan-lin
NI Wan-kui
Related Institution
Xianyang Institute of Architecture Design
Department of Resources Environment and Urban Science,Xianyang Normal College