Situation and prevention of loess water erosion problem along the west-to-east gas pipeline in China

Wang Jing’e , Xiang Wei , Zuo Xu

Journal of Earth Science ›› 2010, Vol. 21 ›› Issue (6) : 968 -973.

PDF
Journal of Earth Science ›› 2010, Vol. 21 ›› Issue (6) : 968 -973. DOI: 10.1007/s12583-010-0150-9
Article

Situation and prevention of loess water erosion problem along the west-to-east gas pipeline in China

Author information +
History +
PDF

Abstract

Loess water erosion constitutes a great threat to the safety of the West-to-East Gas Pipeline in China. Through aerial-photo interpretation and investigation of the typical region (Zichang (子长)-Yongping (永坪) Section) where the loess water erosion problem is intensely developed, the influence of water erosion on the pipeline in the loess area can be manifested as the following 3 aspects: (1) surface and gully erosion causes the base overhead and pipeline exposure; (2) underground erosion forms caves, which may cause surface subsidence and foundation failure; (3) water erosion of loess may destroy the balance of slopes and cause geological hazards like landslide, collapse and debris flow. Presently, the controlling methods are mainly concrete or grouted rubble protection. These methods are not only high in cost but also have poor effect and poor durability. This article suggests a method of controlling the loess water erosion problem with soil solidified material. Then, related tests are conducted. The results of uniaxial compression, permeability, and anti-erosion ability tests indicate that the mechanical properties and anti-erosion ability of solidified loess were improved significantly.

Keywords

West-to-East Gas Pipeline / loess water erosion / soil solidified material

Cite this article

Download citation ▾
Wang Jing’e, Xiang Wei, Zuo Xu. Situation and prevention of loess water erosion problem along the west-to-east gas pipeline in China. Journal of Earth Science, 2010, 21(6): 968-973 DOI:10.1007/s12583-010-0150-9

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Abu-Zreig M.. Control of Rainfall-Induced Soil Erosion with Various Types of Polyacrylamide. Journal of Soils and Sediments, 2006, 6(3): 137-144.

[2]

Chen Y. Z., Jing K., Cai G. Q.. Modern Erosion and Governance of Plateau, 1988, Beijing: Science Press 5 10

[3]

Wang D., Song Z. Q., Shang S. B.. Study on Performance and Application of Sandy-Soil Stabilizer from Modified Lignosulfonates. Chemistry & Industry of Forest Products, 2005, 25(S1): 59-63.

[4]

Wang Y. M., Yang Z. C., Chen W. W., . Strength Characteristics and Mechanism of Loess Solidified with New Polymer Material SH. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(14): 2554-2559.

[5]

Zhang L. P., Tang K. L., Zhang P. C.. Soil Water Erosion Processes in Loess Hilly Gully Region Covered with Sheet Sand. Journal of Soil and Water Conservation, 1999, 5(1): 40-45.

[6]

Zhang Z. G.. Soil Erosion of the Loess Plateau in China, 1993, Wuhan: China University of Geosciences Press 12 60

[7]

Zhang Z. G., Zhang Z. Y., Wang Y. S.. Chinese Loess, 1989, Beijing: Geological Publishing House 3 6

[8]

Zhao X. G.. Study Process of Water Erosion of Slope in Loess Plateau Region. Journal of Soil and Water Conservation, 2000, 14(3): 122-123.

[9]

Zhu, X. M., 1982. The Main Types of Water Erosion and Its Related Factors in Loess Plateau. Bulletin of Soil and Water Conservation, (1): 25–30 (in Chinese)

AI Summary AI Mindmap
PDF

132

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/