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Volume 41 Issue 6
Dec.  2014
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Peng Shuguang, Lian Feng. EXPERIMENTAL STUDY ON BEARING MECHANISM OF PILE-NET COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 109-114. doi: 10.13204/j.gyjz201106023
Citation: Peng Shuguang, Lian Feng. EXPERIMENTAL STUDY ON BEARING MECHANISM OF PILE-NET COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 109-114. doi: 10.13204/j.gyjz201106023

EXPERIMENTAL STUDY ON BEARING MECHANISM OF PILE-NET COMPOSITE FOUNDATION

doi: 10.13204/j.gyjz201106023
  • Received Date: 2010-08-12
  • Publish Date: 2011-06-20
  • Pile-net composite foundation is a new kind of soft soil treatment method developed in recent years.As the remarkable effects in control the residual settlement, and differential settlement, it was used extensively in highway engineering.In this paper, According to the pile type, two experimental section were designed to investigate the bearing mechanism and the settlement characteristics of pile-net composite foundation.Based on the test data, the bearing mechanism of soil arch was also analyzed.
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