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    ZHOU Yanguo, WANG Chun, ZHUANG Duanyang, YAO Pengfei, ZHANG Dongchao. Energy-based evaluation method for soil densification effects induced by vibro-compaction of stone columns[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 16-20. DOI: 10.11779/CJGE2024S20013
    Citation: ZHOU Yanguo, WANG Chun, ZHUANG Duanyang, YAO Pengfei, ZHANG Dongchao. Energy-based evaluation method for soil densification effects induced by vibro-compaction of stone columns[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 16-20. DOI: 10.11779/CJGE2024S20013
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    Energy-based evaluation method for soil densification effects induced by vibro-compaction of stone columns

    • MOE Key Laboratory of Soft Soil and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Center for Hypergravity Experiment and Interdisciplinary Research, Zhejiang University, Hangzhou 310058, China

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    • Received Date: June 20, 2024
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      • Abstract
    • In view of the fact that the conventional ground inspection methods are not suitable for the real-time monitoring and quality check of ground improvements due to the limitations in timely and full-scale inspection, an energy-based evaluation method for soil densification effects induced by vibro-compaction of stone columns is proposed, which can timely estimate the average densification effects of soils between stone columns. Based on the propagation theory of elastic waves in foundation, a calculation procedure of energy absorbed by soils is established, and the corresponding undrained cyclic triaxial tests on a prototype silty sand are conducted to establish the empirical model for generation of the excess pore water pressure. Then a case study of a reservoir dam project is conducted. It is found that, compared with that of the field monitored excess pore water pressure and the final void ratio obtained via post-construction inspection, the prediction accuracy of the proposed method is about 90%, which preliminarily validate the feasibility of the proposed method.
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      • References (9)
    • [1]
      叶观宝, 苌红涛, 徐超, 等. 无填料振冲法在液化粉细砂中的应用研究[J]. 岩土工程学报, 2009, 31(6): 917-921. doi: 10.3321/j.issn:1000-4548.2009.06.016

      YE Guanbao, CHANG Hongtao, XU Chao, et al. Application of vibroflotation without backfill in liquefiable silty and fine sand[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 917-921. (in Chinese) doi: 10.3321/j.issn:1000-4548.2009.06.016
      [2]
      何广讷. 评价土体液化势的能量法[J]. 岩土工程学报, 1981, 3(4): 11-21. doi: 10.3321/j.issn:1000-4548.1981.04.002

      HE Guangne. Energy analysis procedure for evaluating soil liquefaction potential[J]. Chinese Journal of Geotechnical Engineering, 1981, 3(4): 11-21. (in Chinese) doi: 10.3321/j.issn:1000-4548.1981.04.002
      [3]
      GREEN R A, MITCHELL J K. Energy-based evaluation and remediation of liquefiable soils[C]// Geotechnical Engineering for Transportation Projects. Los Angeles, 2004.
      [4]
      HOLEYMAN A E. An earthquake engineering approach to vibro-compaction[C]// 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, 1999.
      [5]
      NAGY P, PISTROL J, KOPF F, et al. Integrated compaction control based on the motion behavior of a deep vibrator[J]. Transportation Geotechnics, 2021, 28: 100539. doi: 10.1016/j.trgeo.2021.100539
      [6]
      黄茂松, 陈云敏, 吴世明. 振冲碎石桩加固饱和粉砂粉土地基试验研究[J]. 岩土工程学报, 1992, 14(6): 69-73. doi: 10.3321/j.issn:1000-4548.1992.06.008

      HUANG Maosong, CHEN Yunmin, WU Shiming. Strengthening of saturated silty soils by vibro replacement stone columns[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(6): 69-73. (in Chinese) doi: 10.3321/j.issn:1000-4548.1992.06.008
      [7]
      SHENTHAN T, NASHED R, THEVANAYAGAM S, et al. Liquefaction mitigation in silty soils using composite stone columns and dynamic compaction[J]. Earthquake Engineering and Engineering Vibration, 2004, 3(1): 39-50. doi: 10.1007/BF02668849
      [8]
      王桂萱, 桑野二郎, 竹村次朗. 循环荷载下砂质混合土孔隙水压力特性研究[J]. 岩土工程学报, 2004, 26(4): 541-545. doi: 10.3321/j.issn:1000-4548.2004.04.023

      WANG Guixuan, JIRO Kuwano, JIRO Takemura. Study on excess pore water pressures of sands mixed with clays under cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 541-545. (in Chinese) doi: 10.3321/j.issn:1000-4548.2004.04.023
      [9]
      张建民, 谢定义. 饱和砂土振动孔隙水压力增长的实用算法[J]. 水利学报, 1991, 22(8): 45-51. doi: 10.3321/j.issn:0559-9350.1991.08.007

      ZHANG Jianmin, XIE Dingyi. Practical algorithm for increasing vibration pore water pressure in saturated sand[J]. Journal of Hydraulic Engineering, 1991, 22(8): 45-51. (in Chinese) doi: 10.3321/j.issn:0559-9350.1991.08.007
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