Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
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Zhao Liya, Liu Baojian, Wang Shutao. EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 84-87,70. doi: 10.13204/j.gyjz201112019
Citation: HUO Shaolei, ZHU Mingxing, GONG Weiming, DAI Guoliang. FIELD TESTS OF LARGE DIAMETER PILES SUBJECTED TO LATERAL LOADS IN DEEP SOFT SOILS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 139-144. doi: 10.13204/j.gyjzG20070215

FIELD TESTS OF LARGE DIAMETER PILES SUBJECTED TO LATERAL LOADS IN DEEP SOFT SOILS

doi: 10.13204/j.gyjzG20070215
  • Received Date: 2020-07-15
    Available Online: 2021-09-16
  • Publish Date: 2021-09-16
  • In bridge engineering, piles not only bear vertical loads, but also are subjectd to lateral loads such as waves, wind, earthquakes and impact loads impacted by carriers. Based on lateral static load tests of two large-diameter bored piles, the bearing characteristics of bored piles subjected to horizontal loads in deep soft soil foundation were analyzed. The results of tests showed that the results calculated by m-method deviated greatly from the measured values, the results calculated by the method of p-y curves were closer to the measured values and more safe.
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