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RETRACTED ARTICLE: Relationship between water content, shear deformation, and elastic wave velocity through unsaturated soil slope

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This article was retracted on 06 September 2021

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Abstract

This study aims to determine the relationship between water content, shear deformation, and elastic wave velocity of unsaturated soil slope. The individual influence of volumetric water content and tilt angle on the normalized wave velocity through unsaturated soil was investigated through a series of adjustable slope model tests. The relationship function between volumetric water content, tilt angle, and normalized wave velocity was established. To verify the proposed relationship function, fixed slope model tests were carried out. The relationship functions could be used to estimate the behaviors of wave velocity in rainfall-induced slope failure model tests. The applicability of proposed relationship function for wave velocity behaviors is also presented. It is found that the relationship function is highly consistent with the measurements for wave velocity behaviors through unsaturated soil slope. In addition, the effects of rainfall duration/initial water content, density, slope angle, and surface layer thickness seem to be small on the decrease rate of normalized wave velocity with volumetric water content and tilt angle.

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References

  • Chen YL (2016) Changes in elastic wave velocity in a slope due to water infiltration and deformation. Ph.D. dissertation, University of Tokyo, Tokyo, Japan

  • Chen YL, Uchimura T (2015) Use of wave velocity with modified refraction method for landslide prediction. 50th Japan National Conference on Geotechnical Engineering, Sapporo, 2073–2074

  • Chen YL, Uchimura T, Tao S, Xie J (2016a) Stability monitoring of soil slope in wetting and failure process using elastic wave velocity. Jpn Geotech Soc Special Publ 4(4):68–72

    Google Scholar 

  • Chen YL, Uchimura T, Tao S, Xie J (2016b) Changes in wave propagation through slope surface layer as a function of water content and shear deformation. 51st Japan National Conference on Geotechnical Engineering, Okayama, 2003–2004

  • Chen YL, Uchimura T, Irfan M, Huang D, Xie J (2017) Detection of water infiltration and deformation of unsaturated soils by elastic wave velocity. Landslides 14(5):1715–1730. https://doi.org/10.1007/s10346-017-0825-8

    Article  Google Scholar 

  • Chen YL, Irfan M, Uchimura T, Cheng G, Nie W (2018a) Elastic wave velocity monitoring as an emerging technique for rainfall-induced landslide prediction. Landslides 15(6):1155–1172. https://doi.org/10.1007/s10346-017-0943-3

    Article  Google Scholar 

  • Chen YL, Irfan M, Uchimura T, Zhang K (2018b) Feasibility of using elastic wave velocity monitoring for early warning of rainfall-induced slope failure. Sensors 18:997. https://doi.org/10.3390/s18040997

    Article  Google Scholar 

  • Chen YL, Irfan M, Uchimura T (2019a) Estimation of elastic wave velocity through unsaturated soil slope as function of water content and shear deformation. Soils Found 59(6):2180–2194

    Article  Google Scholar 

  • Chen YL, Irfan M, Uchimura T, Wu Y, Yu F (2019b) Development of elastic wave velocity threshold for rainfall-induced landslide prediction and early warning. Landslides 16(5):955–968. https://doi.org/10.1007/s10346-019-01138-2

    Article  Google Scholar 

  • Chen YL, Withanage KR, Uchimura T, Mao WW, Nie W (2020) Shear deformation and failure of unsaturated sandy soils in surface layers of slopes during rainwater infiltration. Measurement 149:107001

    Article  Google Scholar 

  • Chien LK, Oh YN (2000) Laboratory and field shear wave measurement at a reclaimed site in west Taiwan. Geotech Test J 23(1):21–35

    Article  Google Scholar 

  • Donohue S, Forristal D, Donohue LA (2013) Detection of soil compaction using seismic surface waves. Soil Tillage Res 128:54–60

    Article  Google Scholar 

  • Fang W, Esaki T (2012) Rapid assessment of regional superficial landslide under heavy rainfall. J Cent South Univ 19(9):2663–2673

    Article  Google Scholar 

  • Gu X, Yang J, Huang M (2013) Laboratory measurements of small strain properties of dry sands by bender element. Soils Found 53(5):735–745

    Article  Google Scholar 

  • Hakro MR, Harahap ISH (2015) Laboratory experiments on rainfall-induced flowslide from pore pressure and moisture content measurements. Nat Hazards Earth Syst Sci 3(2):1575–1613

    Google Scholar 

  • Hussien MN, Karray M (2016) Shear wave velocity as a geotechnical parameter: an overview. Can Geotech J 53(2):252–272. https://doi.org/10.1139/cgj-2014-0524

    Article  Google Scholar 

  • Irfan M, Uchimura T, Chen Y (2017) Effects of soil deformation and saturation on elastic wave velocities in relation to prediction of rain-induced landslides. Eng Geol 230:84–94

    Article  Google Scholar 

  • Karray MK, Lefebvre GL, Ethier YE, Bigras AB (2010) Assessment of deep compaction of the Péribonka dam foundation using “modal analysis of surface waves”(MASW). Can Geotech J 47(3):312–326

    Article  Google Scholar 

  • Karray M, Lefebvre G, Ethier Y, Bigras A (2011) Influence of particle size on the correlation between shear wave velocity and cone tip resistance. Can Geotech J 48(4):599–615. https://doi.org/10.1139/t10-092

    Article  Google Scholar 

  • Kumar J, Madhusudhan BN (2012) Dynamic properties of sand from dry to fully saturated states. Geotechnique 62(1):45–54

    Article  Google Scholar 

  • Leong EC, Cheng ZY (2016) Effects of confining pressure and degree of saturation on wave velocities of soils. Int J Geomech 16(16):D4016013

    Google Scholar 

  • Lontsi AM, Ohrnberger M, Krüger F (2016) Shear wave velocity profile estimation by integrated analysis of active and passive seismic data from small aperture arrays. J Appl Geophys 130:37–52

    Article  Google Scholar 

  • Mainsant G, Jongmans D, Chambon G, Larose E, Baillet L (2012) Shear-wave velocity as an indicator for rheological changes in clay materials: lessons from laboratory experiments. Geophys Res Lett 39(19):19301

    Article  Google Scholar 

  • Nie W, Feng D, Lohpaisankrit W, Li C, Yuan J, Chen YL (2019) A dynamic bayesian network-based model for evaluating rainfall-induced landslides. Bull Eng Geol Environ 78(3):2069–2080

    Article  Google Scholar 

  • Patel A, Bartake PP, Singh DN (2008) An empirical relationship for determining shear wave velocity in granular materials accounting for grain morphology. Geotech Test J 32(1):1–10

    Google Scholar 

  • Rahardjo H, Nio AS, Leong EC, Song NY (2010) Effects of groundwater table position and soil properties on stability of slope during rainfall. J Geotech Geoenviron 136(11):1555–1564

    Article  Google Scholar 

  • Ramaiah BJ, Ramana GV, Bansal BK (2016) Field and large scale laboratory studies on dynamic properties of emplaced municipal solid waste from two dump sites at Delhi, India. Soil Dyn Earthq Eng 90:340–357

    Article  Google Scholar 

  • Robertson PK, Sasitharan S, Cunning JC, Sego DC (1995) Shear-wave velocity to evaluate in-situ state of Ottawa sand. J Geotech Eng 121(3):262–273

    Article  Google Scholar 

  • Sahadewa A, Zekkos D, Woods RD, Stokoe KH (2015) Field testing method for evaluating the small-strain shear modulus and shear modulus nonlinearity of solid waste. Geotech Test J 38(4):427–441

    Article  Google Scholar 

  • Senetakis K, Madhusudhan BN (2015) Dynamics of potential fill–backfill material at very small strains. Soils Found 55(5):1196–1210

    Article  Google Scholar 

  • Uchimura T, Towhata I, Anh TTL, Fukuda J, Bautista CJ, Wang L, Seko I, Uchida T, Matsuoka A, Ito Y, Onda Y, Sho I, Kim MS, Sakai N (2010) Simple monitoring method for precaution of landslides watching tilting and water contents on slopes surface. Landslides 7(3):351–357

    Article  Google Scholar 

  • Uchimura T, Towhata I, Wang L, Nishie S, Yamaguchi H, Seko I, Qiao JP (2015) Precaution and early warning of surface failure of slopes using tilt sensors. Soils Found 55(5):1086–1099

    Article  Google Scholar 

  • Wu Y, Yamamoto H, Cui J, Cheng H (2020) Influence of load mode on particle crushing characteristics of silica sand at high stresses. Int J Geomech 20(3):04019194

    Article  Google Scholar 

  • Yang J, Gu X (2013) Shear stiffness of granular material at small strains: does it depend on grain size? Géotechnique 63(2):165–179

    Article  Google Scholar 

  • Youd TL, Idriss IM (2001) Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. J Geotech Geoenviron 127(4):297–313

    Article  Google Scholar 

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Funding

This research was supported by Grants-in-Aid for Scientific Research of Japan Society for the Promotion of Science (JSPS) and Beijing Natural Science Foundation (8204068).

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Correspondence to Yulong Chen or Jie Dou.

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This article has been retracted. Please see the retraction notice for more detail: https://doi.org/10.1007/s10064-021-02431-y"

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Chen, Y., Irfan, M., Uchimura, T. et al. RETRACTED ARTICLE: Relationship between water content, shear deformation, and elastic wave velocity through unsaturated soil slope. Bull Eng Geol Environ 79, 4107–4121 (2020). https://doi.org/10.1007/s10064-020-01841-8

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  • DOI: https://doi.org/10.1007/s10064-020-01841-8

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