DocumentCode :
2479037
Title :
Research of a new bioengineering technique for highway slope protection
Author :
Li, Jin ; Tang, Yong ; Zhu, Xia
Author_Institution :
Dept. of Civil Eng., Shandong Jiaotong Univ., Jinan, China
fYear :
2011
fDate :
24-26 June 2011
Firstpage :
7765
Lastpage :
7768
Abstract :
A new slope protection technology - geocell Bioengineering protection technology was brought forward. In this paper, combining with the engineering practices, the design and compute methods of geocell flexible retaining wall were given and the effect of its application was studied. According to the in-situ measured data of the earth pressure and the deformation of retaining wall, the part of the earth pressure can be released because of the compression deformation and horizontal deformation of retaining wall. The results show that the maximum pressure is located at the one third height from the bottom of the retaining wall. Compared with the result through the Rankine Theory, the actual pressure is less than Rankine active earth pressure. It can be concluded that the new type flexible retaining wall has satisfied the requirement of stability and ecological environment of highway.
Keywords :
biological techniques; compressive strength; deformation; roads; walls; Rankine theory; bioengineering technique; compression deformation; earth pressure; ecological environment; geocell flexible retaining wall; highway slope protection; Biomedical engineering; Earth; Road transportation; Soil; Stability analysis; Surface soil; Vegetation; bioengineering protection technology; design method; field test; highway slope; mechanical analysis;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location :
Nanjing
Print_ISBN :
978-1-4244-9172-8
Type :
conf
DOI :
10.1109/RSETE.2011.5966175
Filename :
5966175
Link To Document :
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