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Zhao Yuxing, Yang Qing, Li Liyong. SEISMIC DESIGN BY SEMI-SLIP-SUPPORTED STAIRS FOR REASONABLE STRUCTURAL SYSTEM OF THE FRAME BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 94-97,148. doi: 10.13204/j.gyjz201201018
Citation: DU Siyi, LI Chenhui. IMPROVEMENT OF THE SIMPLE CONVERSION METHOD FOR LOAD-SETTLEMENT CURVES IN SELF-BALANCE TESTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 145-150. doi: 10.13204/j.gyjzG20022605

IMPROVEMENT OF THE SIMPLE CONVERSION METHOD FOR LOAD-SETTLEMENT CURVES IN SELF-BALANCE TESTS

doi: 10.13204/j.gyjzG20022605
  • Received Date: 2020-03-01
    Available Online: 2021-09-16
  • Publish Date: 2021-09-16
  • The simple conversion method is a common method for transform Q-s curves of self-balanced static load tests into curves of traditional static load tests. The calculation accuracy of compression for piles of being pushed-up determined the accuracy of the simple conversion method and the results of self-balanced static load tests.Aimed at the deficiency of the current simple conversion method, the compression calculations of the pushed-up piles were studied. Based on analysis of the force mechanisms for pushed-up piles and the finite element calculations, the distribution coefficient C of the side friction resistance for piles were obtained, which could influence the calculation accuracy of compression for pushed-up piles. Under the action of the thrust, the negative friction on the sides of piles decreased sharply upward along pile shafts, and the distribution of the negative friction was a concave hyperbola. With the increase of aspect ratios, the values of C increased.Therein, the calculation formula of pile compression was more accurate. Engineering examples showed that the improved simple transformation method was more accurate and practical.
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