占鑫杰,李文炜,杨守华,等. 振冲法加固堰塞体材料的室内模型试验研究[J]. 水利水运工程学报,2023(1):72-82. doi: 10.12170/20211207002
引用本文: 占鑫杰,李文炜,杨守华,等. 振冲法加固堰塞体材料的室内模型试验研究[J]. 水利水运工程学报,2023(1):72-82. doi: 10.12170/20211207002
(ZHAN Xinjie, LI Wenwei, YANG Shouhua, et al. Laboratory model test study on strengthening landslide dam material by vibroflotation method[J]. Hydro-Science and Engineering, 2023(1): 72-82. (in Chinese)). doi: 10.12170/20211207002
Citation: (ZHAN Xinjie, LI Wenwei, YANG Shouhua, et al. Laboratory model test study on strengthening landslide dam material by vibroflotation method[J]. Hydro-Science and Engineering, 2023(1): 72-82. (in Chinese)). doi: 10.12170/20211207002

振冲法加固堰塞体材料的室内模型试验研究

Laboratory model test study on strengthening landslide dam material by vibroflotation method

  • 摘要: 为丰富堰塞坝开发利用理论,探究其改良加固的可行性,对易贡大滑坡残存的天然堰塞体进行取样,设计了不同频率的室内振冲模型试验,研究了振冲法对堰塞体材料的加固效果和密实机理。模型试验采用砂雨法制样,综合测试了振冲后地基的孔压累计消散规律、土压力发展规律,加固效果和复振效应等。试验结果表明:在振冲器的贯入过程中,松散堰塞料中的土压力和超静孔压迅速上升,在振冲器的上拔和分段留振作用下,堰塞料的超静孔压表现为小幅上升和消散、逐渐稳定的总体趋势。随着振冲次数的增加(2~3次复振后),堰塞料地基的土压力逐渐稳定,超静孔压峰值逐渐下降并趋于稳定。因此振冲对松散堰塞体材料的加固效果明显,振冲后堰塞体材料的锥尖阻力大幅提升,但堰塞料密实后,进一步提高复振次数不能有效改善加固效果。满足易贡堰塞体材料的振冲设计方案为:采用125 Hz频率进行4~5次振冲,或采用150 Hz频率进行2~3次振冲。研究结果可为堰塞坝料地基的振冲加固提供理论依据。

     

    Abstract: In order to enrich the theory on development and utilization of landslide dam and explore the feasibility of its improvement and reinforcement, the residual landslide dam caused by Yigong landslide was sampled, the indoor vibroflotation model tests with different frequencies were designed, and the reinforcement effect and compaction mechanism of vibroflotation method on landslide dam material were studied. The sand rain method was used for the sample placement in the model tests to comprehensively test the cumulative dissipation law of pore pressure, the development law of earth pressure, reinforcement effect and repeating vibration effect of the foundation after vibroflotation. The test results indicate that the earth pressure and excess pore pressure in the loose landslide dam material rise rapidly during the penetration of the vibrator. Under the pull-up and segmental vibration retention of the vibrator, the excess pore pressure of the landslide dam material showed a general trend of small rise, dissipation and gradual stability. With the increasing number of vibroflotation (after 2-3 repeated vibrations), the soil pressure of the foundation gradually stabilized, and the peak value of excess pore water pressure gradually decreased and tended to be stable. Therefore, the reinforcement effect of vibroflotation on loose landslide dam material was obvious. After vibroflotation, the cone resistance of landslide dam material was greatly increased. However, after the densification of landslide dam material, the increasing number of repeated vibrations was unable to further improve the reinforcement effect effectively. The vibroflotation reinforcement mechanism of landslide dam material mainly included vibrator squeezing, consolidation drainage, and vibroflotation compaction. The vibroflotation design scheme meeting the requirements of Yigong landslide dam material was: vibroflotation with 125 Hz frequency for 4-5 times or vibroflotation with 150 Hz frequency for 2-3 times. The research results can provide a theoretical basis for vibroflotation reinforcement of landslide dam material foundation.

     

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