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| Ultrasonic time-frequency characteristics of water-rich fine sand during unidirectional freezing process#br# |
| ZHANG Jiwei1,2,3,LIU Shujie1,2,3,4,ZHANG Song1,2,3,5#br# |
(1. Shaft Branch of China Coal Research Institute,Beijing 100013,China;2. Beijing China Coal Mining Engineering Co.,Ltd.,Beijing 100013,China;3. National Engineering Laboratory of Deep Well Construction Technology in Coal Mine,Beijing 100013,China;4. School of Resources and Civil Engineering,University of Science and Technology Beijing,Beijing 100083,China;
5. School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang,Hebei 050043,China)
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Abstract To study time-frequency characteristics of ultrasonic P-wave of water-rich fine sand under unidirectional freezing,ultrasonic tests on different freezing front positions of water-rich fine sand under unidirectional freezing were conducted by using NM-4A nonmetal ultrasonic test meter,and the characteristics of acoustic waveform and wave frequency spectrum of partial frozen soil were analyzed through wavelet decomposition,Fourier transform and continuous wavelet transform. The experimental results show that,due to water migration,water-rich fine sand under unidirectional freezing presents three acoustic impedance regions including frozen and water-rich bottom area,frozen and loss water middle area and unfrozen and loss water upper area,and that the time-frequency characteristics of received waves are influenced by scattering effect of unfrozen and loss water upper area during unidirectional freezing. With increasing the height of the freezing front,the wave period number of partial freezing soil increases but the scattering effect of unidirectional freezing is more apparent than constant temperature freezing. The P-wave velocity of fine sand under unidirectional freezing increases with rising the height of the freezing,which relationship can be described by a cubic function with a good correlation. As the height of the freezing front increases,the frequency spectrum changes and is characterized by multi-peak,ambiguity dominant frequency,wide frequency band and the proportion of the high frequency equal to the low frequency,which indicates that,at the later period of unidirectional freezing,different frequency peak values can be used to represent the dominant frequency of specific acoustic impedance region. It is also shown that,with increasing the height of the freezing front,the scattering effect decreases gradually and the coda wave converts from comparative developed to non-developed. Continuous wavelet transform analysis reveals that the historical freezing model can be expressed by that the dominant frequency position of unidirectional frozen soil shifts to the cold side while the dominant frequency position of constant temperature frozen soil locates at the middle of overall time domain.
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[1] ARMAGHANI D J.,AMIN M F M,YAGIZ S,et al. Prediction of the uniaxial compressive strength of sandstone using various modeling techniques[J]. International Journal of Rock Mechanics and Mining Sciences,2016,85:174–186.
[2] VITEL M,ROUABHI A,TIJANI M,et al. Thermo-hydraulic modeling of artificial ground freezing:application to an underground mine in fractured sandstone[J]. Computers and Geotechnics,2016,75:80–92.
[3] 张基伟,刘志强,单仁亮,等. 复杂地层井筒冻结壁异常状况监测技术研究现状与展望[J]. 煤炭科学技术,2019,47(1):103–109. (ZHANG Jiwei,LIU Zhiqiang,SHAN Renliang,et al. Review and Prospect of abnormal condition of shaft frozen wall monitoring technique in complex formation condition[J]. Coal science and technology,2019,47(1):103–109.(in Chinese))
[4] 王 跃,徐兵壮,王 翔,等. 深埋泵站冻结施工的冻土帷幕设计及冻结效果分析[J]. 城市轨道交通研究,2016,19(3):109–113.(WANG yue,XU bingzhaung,WANG xiang,et al. Analysis of Freezing Curtain Design and Freezing Effects on Deep-buried Pump station [J]. Urban Mass Transit,2016,19(3):109–113.(in Chinese))
[5] 胡向东,白 楠,余 锋. 单排管冻结温度场ТРУПАК和БАХОЛДИН公式的适用性[J]. 同济大学学报:自然科学版,2008,36(7):42–46.(HU Xiangdong,BAI Nan,YU Feng. Analysis of trupak and Bakholdin formulas for temperature field of single-row-pipe frozen soil wall[J]. Journal of Tongji University:Natural Science,2008,36(7):42–46.(in Chinese))
[6] 胡向东. 直线形单排管冻土帷幕平均温度计算方法[J]. 冰川冻土,2010,32(4):142–149.(HU Xiangdong,Average temperature calculation for the straight single-row-pipe frozen soil wall[J]. Journal of Glaciology and Geocryology,2010,32(4):142–149.(in Chinese))
[7] 蔡海兵,程 桦,姚直书,等. 基于冻土正交各向异性冻胀变形的隧道冻结期地层位移数值分析[J]. 岩石力学与工程学报,2015,34(8):1 667–1 676.(CAI Haibing,CHENG Hua,YAO Zhishu,et al. Numerical analysis of ground displacement due to orthotropic frost heave of frozen soil in freezing period of tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(8):1 667–1 676.(in Chinese))
[8] 黄 星,李东庆,明 锋,等. 冻结粉质黏土声学特性与物理力学性质试验研究[J]. 岩石力学与工程学报,2015,34(7):1 489– 1 496.(HUANG Xing,LI Dongqing,MING Feng,et al. Experimental study on acoustic characteristics and physic-mechnical properties off frozen slity clay[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(7):1 489–1 496.(in Chinese))
[9] KURFURST P J. Ultrasonic wave measurements on frozen soils at permafrost temperatures[J]. Canadian Journal of Earth Sciences,1976,13(11):1 571–1 576.
[10] NAKANO Y,MARTIN A J,SMITH M. Ultrasonic velocities of the dilatational and shear waves in frozen soils[J]. Water Resources Research,1972,8(4) :1 024–1 030.
[11] THIMUS J. FR J. AGUIRRE-PUENTE,FR Cohen-Tenoudji. Determination of unfrozen water content of an over consolidated clay down to −160 C by sonic approaches—comparison with classical methods[J]. Ground Freezing,1991,4(91):83–88.
[12] 傅 蓉,张津生,侯仲杰. 水份对冻土中超声波速的影响[J]. 冰川冻土,1983,5(2):65–74.(FU Rong,ZHANG Jinsheng,HOU Zhongjie. Influence of moisture in frozen soils on ultrasonic velocity[J]. Journal of Glaciology and Geocryology,1983,5(2):65–74.(in Chinese))
[13] WAND D Y,ZHU Y L,MA W,et al. Application of ultrasonic technology for physical-mechanical properties of frozen soils[J]. Cold Regions Science and Technology,2006,44(1):12–19.
[14] MARTIN C,PARK J B. Ultrasonic technique as tool for determining physical and mechanical properties of frozen soils[J]. Cold Regions Science and Technology,2009,3(58):136–142.
[15] LI D Q,HUANG X,MING F,et al. The impact of unfrozen water content on ultrasonic wave velocity in frozen soils[J]. Procedia Engineering,2016,4(143),1 210–1 217.
[16] 杨 平,李 强,郁楚侯. 人工冻土声波参数实验研究[J]. 冰川冻土,1997,19(2):149–153.(YANG Ping,LI Qiang,YU Chuhou. A experimental study on the acoustic wave parameters of artifical frozen soil[J]. Journal of Glaciology and Geocryology,1997,19(2):149–153.(in Chinese))
[17] 盛 煜,福田正己,金学三,等. 未冻水含量对含废弃轮胎碎屑冻土超声波速度的影响[J].岩土工程学报,2000,22(6):716–719.(SHENG Yu,FU Tianzhengyi,JIN Xuesan,et al. Effect of unfrozen water content on the ultrasonic velocities in tire-mixed frozen soils[J]. Chinese Journal of Geotechnical Engineering,2000,22(6):716–719.(in Chinese))
[18] 王大雁,朱元林,马 巍,等. 冻土超声波波速与冻土物理力学性质实验研究[J]. 岩石力学与工程学报,2003,22(11):1 837–1 840. (WANG Dayan,ZHU Yuanlin,MA Wei,et al. Testing study on relationship between ultrasonic wave velocities and physico- mechanical property of frozen soils[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1 837–1 840.(in Chinese))
[19] 周家作,韦昌富,李东庆,等. 饱和粉土冻胀过程试验研究及数值模拟[J]. 岩石力学与工程学报,2017,36(2):485–495.(ZHOU Jiazuo,WEI Changfu,LI Dongqing,et al. Experimental study and numerical simulation to the process of frost heave in saturated silt [J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(2):485–495.(in Chinese))
[20] 张 婷,杨 平. 土体单向冻结对土中水分迁移的影响[J]. 南京林业大学学报:自然科学版,2013,37(1):117–121.(ZHANG Ting,YANG Ping. Effects of unilateralist freezing on the moisture migration of soil[J]. Journal of Nanjing Forestry University:Natural Science,2013,37(1):117–121.(in Chinese))
[21] 王 鹏,许金余,刘 石,等. 热损伤砂岩力学与超声时频特性研究[J]. 岩石力学与工程学报,2014,33(9):1 897–1 904.(WANG Peng,XU Jinyu,LIU Shi,et al. Mechanical properties and ultrasonic time-frequency characteristics of thermally damaged sandstone[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(9):1 897–1 904.(in Chinese))
[22] 黄 星,李东庆,明 锋,等. 冻结重塑黄土单轴加载过程中声波传播特性试验研究[J]. 岩土工程学报,2015,37(9):1 660–1 667. (HUANG Xing,LI Qingdong,MING Feng,et al. Experimental study on acoustic wave propagation properties of frozen remolded loess during uniaxial loading process[J]. Chinese Journal of Geotechnical Engineering,2015,37(09):1 660–1 667.(in Chinese))
[23] MALLAT S G. A theory for multiresolution signal decomposition:the wavelet representation[J]. IEEE Transactions on Pattern Analysis and Machine Intelligence,1989,11(7):674–693.
[24] HERRAIZ M,ESPINOSA A F. Coda wave:a review[J]. Pure Appl Geophys,1987,125(4):499–577. |
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