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Li Furong, Zhou Qian, Wu Fahong. EXPERIMENTAL STUDY ON PRECAST SELF-DRAINING PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 96-100. doi: 10.13204/j.gyjz201309018
Citation: Li Furong, Zhou Qian, Wu Fahong. EXPERIMENTAL STUDY ON PRECAST SELF-DRAINING PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 96-100. doi: 10.13204/j.gyjz201309018

EXPERIMENTAL STUDY ON PRECAST SELF-DRAINING PILE

doi: 10.13204/j.gyjz201309018
  • Received Date: 2013-03-20
  • Publish Date: 2013-09-20
  • The design guiding ideology of precast self-draining pile was proposed,and the pile-sinking drainage effectof precast self-draining pile was examined through the indoor test and field test,and then the pile body bearingcapacity and vertical bearing capacity of a single pile of precast self-draining pile were experimentally studied. Theresults showed that as compared with an ordinary square pile,precast self-draining pile had good drainage properties,and its pile-side sand channel could play the role in vertical offset well,especially the precast self-draining pile withthe < -shaped side channel. At the same time,from the perspective of pile body bearing capacity and its liftingsecurity,precast self-draining pile could meet the operating requirements better using side channel and angular pointto control protective layer. The vertical bearing capacity of a single pile of precast self-draining pile was slightlyhigher than that of the ordinary square pile,due to the faster consolidation speed of the soil around the pile.
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