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- W2384251303 abstract "In order to study the bearing capacity of single pile under combined loads,a loading device which could facilitate the application of vertical load and avoid restraining the horizontal displacement of pile head under combined loads was designed and manufactured for field test.The bearing capacity,bending moment and the effects of vertical load and lateral load on bearing capacity of single pile were analyzed.The results show that the effect of lateral load on ultimate vertical bearing capacity is limited,but the settlement is larger under the same vertical load,and the shaft resistance decreases on the upper pile under lateral load,which causes the decrease of the pile head settlement.The lateral displacement is reduced and the lateral bearing capacity is improved when the vertical load is applied before the lateral one if the length of the pile above the ground surface and the eccentricity distance of the lateral load are small.The maximum moment along the pile decreases with the increase of the vertical load.This indicates that the vertical load improves the lateral bearing capacity of pile." @default.
- W2384251303 created "2016-06-24" @default.
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- W2384251303 date "2013-01-01" @default.
- W2384251303 modified "2023-09-25" @default.
- W2384251303 title "Field Test Study on Bearing Capacity of Single Pile Under Combined Loads" @default.
- W2384251303 hasPublicationYear "2013" @default.
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