DocumentCode :
2802171
Title :
Shallow reinforcement effect of plant roots on construction stability of shallow tunnel
Author :
Tang, Jinsong ; Xiong, Baolin
Author_Institution :
Sch. of Civil Eng., Shijiazhuang Tiedao Univ., Shijiazhuang, China
fYear :
2011
fDate :
15-17 July 2011
Firstpage :
2554
Lastpage :
2557
Abstract :
Shallow roots of plant have reinforcement function. It can improve shear strength of soil mainly by increasing cohesion of root and soil composite. Considering shallow reinforcement influence of plant roots, it can be concluded based on 3D numerical simulation and comparative study that shallow reinforcement effect of plant roots on construction stability of shallow tunnel in weak rock mass mainly includes diminishing vault subsidence and surface settlement, greatly increasing the tensile capacity of surface shallow soil, and reducing damage scope of surface shallow soil. Shallow reinforcement effect of plant roots is optimal for construction stability of shallow tunnel in weak rock mass when embedded depth of tunnel is within influencing depth of plant roots, that is, 1-2m. It is not sensitive for shallow reinforcement effect on strength of initial support in the range of reasonable parameters of initial support.
Keywords :
construction industry; geotechnical engineering; mechanical stability; numerical analysis; rocks; shear strength; soil; tunnels; 3D numerical simulation; construction stability; plant roots; shallow reinforcement effect; shallow tunnel; shear strength; soil; weak rock mass; Computational modeling; Road transportation; Rocks; Soil; Stability analysis; Stress; Vegetation; construction stability; reinforcement of plant roots; shallow reinforcement; shallow tunnel;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
Type :
conf
DOI :
10.1109/MACE.2011.5987504
Filename :
5987504
Link To Document :
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