DocumentCode
2822462
Title
Research on mechanism of increment reinforced subgrade bearing capacity
Author
Yi, Pengying ; Fan, Weijia ; Tang, Qiuyuan
Author_Institution
Coll. of Civil Eng., Chongqing Univ., Chongqing, China
fYear
2011
fDate
15-17 July 2011
Firstpage
6758
Lastpage
6761
Abstract
In order to study geobelt effect on subgrade and mechanism of strength increment in reinforced subgrade, the author separately established their mechanics modes, analyzed the their stress state and relation, disclosed the function that geobelt change unit stress state of subgrade; Combined Mohr Coulomb destroy standard, analyzed the relation of those subgrades unit´s extreme stress state, found the increment of reinforced subgrade´s extreme vertical normal stress. The geobelt´s action can be seen that geobelt change direction of principal stress, subtract angle between maximal principal stress and vertical direction, increase the level direction stress, subtract shear stress, increase the vertical bearing capacity.
Keywords
geotechnical engineering; mechanical strength; stress analysis; combined Mohr coulomb; extreme stress state; extreme vertical normal stress; geobelt effect; increment reinforced subgrade bearing capacity; level direction stress; maximal principal stress; mechanics modes; shear stress; strength increment; vertical bearing capacity; Analytical models; Architecture; Coal; Presses; Research and development; Soil; Stress; Interaction mechanism; bearing capacity; reinforced subgrade; stress state;
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.2011.5988598
Filename
5988598
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