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模拟海洋环境静力触探仪孔压校准方法 被引量:3

Calibration method for pore pressure of CPTU based on simulated ocean environment
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摘要 为进一步保障海洋静力触探仪孔隙水压力数据的准确和量值的溯源,该文提出一种基于模拟海洋环境的孔隙水压力校准方法。通过开展孔隙水压力的校准实验,获得探头在不同温度条件下各压力校准点处的修正值及修正值的扩展不确定度,实现孔压测量值的准确和溯源。实验结果表明海洋静力触探仪探头工作环境温度偏离标定时的温度越大,孔隙水压力测量示值误差将越大。孔压示值误差随温度的变化趋势验证基于模拟海洋环境对静力触探仪孔隙水压力开展校准的必要性。 In order to further ensure the accuracy and traceability for pore pressure of CPTU,this paper proposes a calibration method for pore pressure of CPTU based on the simulated ocean environment.On this basis,calibration experiment for pore pressure of CPTU is carried out.Through the calibration experiment,the correction value and expanded uncertainty of correction value at each calibration point under different temperature conditions are obtained,and the accuracy and traceability of pore pressure is realized.The result shows that the temperature of working environment for probe deviates from temperature of calibration more greatly,the indicating error of pore pressure is greater.At the same time,the necessity of calibration for pore pressure based on simulated ocean environment is verified by the change trend of indicating error for pore pressure with temperature.
作者 钱飞 晏天 王志超 李庆超 QIAN Fei;YAN Tian;WANG Zhichao;LI Qingchao(South China Sea Standards and Metrology Center of S.O.A,Guangzhou 510000,China)
出处 《中国测试》 CAS 北大核心 2020年第8期28-32,共5页 China Measurement & Test
基金 国家海洋局南海分局海洋科学技术局长基金资助项目(1636)。
关键词 孔隙水压力 校准方法 模拟海洋环境 示值误差 pore pressure calibration method simulated ocean environment indicating error
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  • 1于彦江,张志刚,莫建,耿雪樵.海上抽水试验成井工艺探讨[J].地下水,2012,34(5):20-21. 被引量:1
  • 2陈奇,徐行,石要红,潘毅.国内外海底静力触探的技术研究与进展[J].南海地质研究,2009(0):78-89. 被引量:11
  • 3赵育树.静力触探及十字板传感器的率定[J].工程勘察,1997,25(1):13-15. 被引量:2
  • 4GB50021-2001.岩土工程勘察规范[S].[S].,2002..
  • 5孟高头.土体原位测试机理方法及其工程应用[M].地质出版社.
  • 6闫军.关于静力触探有关问题的探讨[J].山西建筑,2007,33(28):142-143. 被引量:3
  • 7Chung, Shin Fun,Randolph, Mark F.,Schneider, James A.Effect of penetration rate on penetrometer resistance in clay. Journal of Geotechnical and Geoenvironmental Engineering . 2006
  • 8ItaiEinav,Mark F.Randolph.Combining upper bound and strain path methods for evaluating penetration resistance[J]. Int. J. Numer. Meth. Engng. . 2005 (14)
  • 9Low, H.E.,Lunne, T.,Andersen, K.H.,Sjursen, M.A.,Li, X.,Randolph, M.F.Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays. Geotechnique . 2010
  • 10Low, H.E.,Maynard, M. Landon,Randolph, M.F.,Degroot, D.J.Geotechnical characterisation and engineering properties of Burswood clay. Geotechnique . 2011

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