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
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;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
DOI :
10.1109/MACE.2011.5988598