TEST INVESTIGATION ON DISTRIBUTION OF INTERNAL FORCES IN PILE GROUPS UNDER DIFFERENT LATERAL ECCENTRICITIES
(1. Institute of Geotechnical Engineering,Zhejiang University,Hangzhou,Zhejiang 310058,China;2. Key Laboratory of Soft Soils and Geoenvironmental Engineering,Ministry of Education,Zhejiang University,Hangzhou,Zhejiang 310058,China)
Abstract:Two large-scale model tests on 3×3 pile groups under lateral loading with different eccentricities(e = 6D and e = 11D,D is pile diameter) in saturated silt are conducted to investigate the law that the applied loads are transferred in the pile groups. The load-displacement curves of the pile groups indicated that an applied torque significantly decreases the lateral resistance of the pile groups. Both lateral and torsional resistances of the individual pile were simultaneously mobilized to resist the applied load. It is found that the lateral and torsional resistances,and in turn,the bending moments,of the individual pile are significantly different;and the difference becomes larger as the eccentricity increases. Both torsional and lateral resistances of the individual pile contribute to resist the applied torque;and the contribution of torsional resistances of the individual pile to the applied torque significantly decreases with the increase in applied load.
陈仁朋1,2,王书行1,2,孔令刚1,2,陈云敏1,2,顾 明1,2,袁廉华1,2. 不同水平偏心距下群桩内力变化规律试验研究[J]. 岩石力学与工程学报, 2011, 30(3): 603-609.
CHEN Renpeng1,2,WANG Shuhang1,2,KONG Linggang1,2,CHEN Yunmin1,2,GU Ming1,2,YUAN Lianhua1,2. TEST INVESTIGATION ON DISTRIBUTION OF INTERNAL FORCES IN PILE GROUPS UNDER DIFFERENT LATERAL ECCENTRICITIES. , 2011, 30(3): 603-609.
MCVAY M,CASPER R,SHANG T I. Lateral response of three-row groups in loose and dense sands at 3D and 5D pile spacing[J]. Journal of Geotechnical Engineering,1995,121(5):436-441.
Your browse does not support frame!