Skip to main content
Log in

Visualization experiment technology based on transparent geotechnical materials and its engineering application

  • Regular Paper
  • Published:
Journal of Visualization Aims and scope Submit manuscript

Abstract

In the past two decades, the visualization experiment technology for transparent geotechnical materials has developed into a method of observing deformation, fluid flow and other internal changes of rock and soil. This paper reviews the emergence and development of transparent rock-soil experiment technology, the preparation for different kinds of transparent geotechnical materials, the experiment equipment, the optical observation method, and the engineering application of this technology. In the traditional physical similarity experiment, the deformation law and the diffusion process of fluid flow cannot be observed directly because of the opaque medium. Therefore, a large number of scholars combined with optical measurement means and digital image processing technology to study the deformation and fluid flow in the rock and soil. Compared with the physical similarity experiment, this technique not only can realize the visual observation of geotechnical engineering change process, but also has the advantages of involvement of simple device, easy operation and low cost. It is also pointed out that it is in urgent need of establishing technical standards for the preparation of transparent rock-soil samples and the determination of engineering property indexes.

Graphical Abstract

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

Data Availability Statement

The data used to support the findings of this study are included within the article.

References

  • Allersma H (1982) Photo-elastic stress analysis and strains in simple shear. Proc IUTAM Symp Deform Fail Granul Mater 23:345–353

    Google Scholar 

  • Byron M, Variano E (2013) Refractive-index-matched hydrogel materials for modeling flow-structure interactions. Exp Fluids 54:1–6

    Article  Google Scholar 

  • Cao Z, Kong G, Wen L, Li H (2017) Visualization model test on tapered pipe pile installation and pile tip grouting process. J Railw Sci Eng 14:922–927

    Google Scholar 

  • Congke C, Senent S, Jimenez R (2019) Effect of advance drainage on tunnel face stability using Limit Analysis and numerical simulations. Tunn Undergr Space Technol 93:401–411

    Google Scholar 

  • Dai X, Zhao S, Sun S, Yang Y (2018) Influence on deformations of a ground frame structure by a tunnel crossing at different distances. J Disaster Prev Mitig Eng 38:480–486

    Google Scholar 

  • Dantu P (1986) Etude statistique des forces intergranulaires dans un milieu pulverulent. Geotechnique 18:50–55

    Article  Google Scholar 

  • Dijksman J, Rietz F, Lorincz K, Hecke M, Losert W (2012) Refractive index matched scanning of dense granular materials. Rev Sci Instrum 83:1–12

    Article  Google Scholar 

  • Ezzein F, Bathurst R (2011) A transparent sand for geotechnical laboratory modeling. Geotech Test J 34:590–601

    Google Scholar 

  • Ezzein F, Bathurst R (2014) A new approach to evaluate soil-geosynthetic interaction using a novel pullout test apparatus and transparent granular soil. Geotext Geomembr 42:246–255

    Article  Google Scholar 

  • Fan F, Parteli E, Thorsten P (2017) Origin of granular capillarity revealed by particle-based simulations. Phys Rev Lett 118:218001

    Article  Google Scholar 

  • Gaganis P, Skouras E, Tsakiroglou D, Burganos V (2005) On the evaluation of dispersion coefficients from visualization experiments in artificial porous media. J Hydrol 307:79–91

    Article  Google Scholar 

  • Ganiyu A, Rashid A, Osman M (2016) Utilisation of transparent synthetic soil surrogates in geotechnical physical models: a review. J Rock Mech Geotech Eng 8:568–576

    Article  Google Scholar 

  • Gao B (2015) The obtaining of laser speckle images in transparent soil deformation measure system. Sci Technol Eng 15:229–233

    Google Scholar 

  • Gao Y, Sui W, Gao B, Liu J (2015) Visualization of chemical grout permeation in transparent soil. Geotech Test J 38:1–6

    Article  Google Scholar 

  • Guler M, Edil T, Bosscher P (1999) Measurement of particle movement in granular soils using image analysis. J Comput Civ Eng 13:116–122

    Article  Google Scholar 

  • Gwo J, Arun K (1989) Analysis of long image sequence for structure and motion estimation. Syst Man Cybern 19:1511–1526

    Article  Google Scholar 

  • Hao W, Wang J, Wang C, Wang J (2018) Soil-water-structure interaction algorithm in smoothed particle hydrodynamics (SPH) with application to deep-penetrating problems. Int J Comput Methods 17:1–24

    MATH  Google Scholar 

  • Huang W, Oram A (2002) Physical modeling of solute transport in porous media: evaluation of an imaging technique using UV excited fluorescent dye. Water Res 36:1843–1853

    Article  Google Scholar 

  • Iskander M, Lai J, Oswald C, Mannheimer R (1994) Development of a transparent material to model the geotechnical properties of soils. Geotech Test J 31:425–433

    Google Scholar 

  • Iskander M, Liu J, Sadek S (2002) Transparent amorphous silica to model clay. J Geotech Geoenviron Eng 128:262–273

    Article  Google Scholar 

  • Iskander M, Liu J (2010a) Modelling capacity of transparent soil. Can Geotech J 47:451–460

    Article  Google Scholar 

  • Iskander M, Liu J (2010b) Spatial deformation measurement using transparent soil. Geotech Test J 128:314–321

    Google Scholar 

  • Iskander M, Sadek S, Ge, L (2010) Geotechnical properties of silica gels. Springer, p 7

  • Iskander M, Omidvar R (2015) Past, present, and future of transparent soils. Geotech Test J 38:393–401

    Article  Google Scholar 

  • Iskander M, Sadek S, Liu Y (2003) Soil structure interaction in transparent synthetic soils using digital image correlation. TRB 2003 Session on Recent Advances in Modeling Techniques in Geomechanics (Committee A2K05), pp 1–23

  • Janbaz M, Maher A (2016) Consolidation characteristics of soft sediments by seepage induced consolidation test. Researchgate 10:1–5

    Google Scholar 

  • Janbaz M, Maher A (2017) Consolidation and permeability behaviour of Newark Bay’s dredged sediments by seepage-induced consolidation test. Int J Geotech Eng 11:120–126

    Google Scholar 

  • Kim S, Lee J, Kim D, Byun Y (2021) Comparative study on estimation methods of dynamic resistance using dynamic cone penetrometer. Sensors 21:3085

    Article  Google Scholar 

  • Konagai K, Rangelow P, Sato T (2008) Real-Time observation of dynamic changes in the fabric of granular material structures through Laser-Aided Tomography. In: Proceedings of 10th European conference on earthquake engineering, Vienna, Austria, August 28-September, pp 459–466

  • Kong G, Liu L, Liu H, Zhou H (2013) Triaxial tests on deformation characteristics of transparent glass sand. Chin J Geotech Eng 35:1140–1146

    Google Scholar 

  • Kong G, Sun X, Liu H, Fu J, Wang C (2017a) Contrast experiments on permeability of transparent soil influenced by pore fluids. Shuili Xuebao 48:1303–1310

    Google Scholar 

  • Kong G, Zhang X, Xu W, Sun X (2017b) Refractive index, viscosity coefficient and stability of pore fluids in transparent soil. Adv Sci Technol Water Resour 37:25–29

    Google Scholar 

  • Lei H, Zhai S, Liu Y, Tu C, Liu M (2019) Visual transparency and physical and mechanical properties of transparent sand. J Tianjin Univer (sci Technol) 52:35–40

    Google Scholar 

  • Lemley J (1986) Tunneling and underground space technology: a milestone for the transfer of technology. Tunn Undergr Sp Technol Inc Trenchless Technol Res 1:1–2

    Article  Google Scholar 

  • Liu (2003a) Visualization of 3-D deformations using transparent “soil” models. Polytechnic University, New York

  • Liu D, Zhang L, Zhou K, Guo L (2008) Gas-water two-phase flow mechanism in visual microscopic pore model. J China Univer Pet 32:80–83

    Google Scholar 

  • Liu J, Iskander M, Sadek S (2003) Consolidation and permeability of transparent amorphous silica. Geotech Test J 26:390–401

    Google Scholar 

  • Liu J, Iskander M, Tabe K, Kosterelos K (2005) Flow visualization using transparent synthetic soil. In: Proceedings of 16th international conference on soil mechanics and geotechnical engineering, Osaka, Japan, September 12–16. IOS Press, pp 2411–1414

  • Liu J (2003b) Visualization of 3-D defromations using ttansparent ‘soil’ models. PhD thesis, Polytechnic Universty of New York

  • Liu J, Wang Y, Song R (2017) Visual seepage experiment based on transparent rock-soil material and its application prospect. Earth Sci 42:1287–1295

    Google Scholar 

  • Li P, Jin Y, Lai J, Liu W (2016) Review of research on characteristics of seepage-induced consolidation of soil under negative-pressure reinforcement conditions. J Hohai Univer (nat Sences) 44:115–121

    Google Scholar 

  • Li Y, Lin Z, Qin X, Liu P (2015) Study of development of transparent rock mass for physical similarity experiment and its mechanical properties. J China Univ Min Technol 44:977–982

    Google Scholar 

  • Liu T, Salazar D, Fagehi H, Ghazwani H, Montefort J, Merati P (2020) Hybrid optical-flow-cross-correlation method for particle image velocimetry. J Fluids Eng 142:1–7

    Article  Google Scholar 

  • Liu J, Iskander M (2010) Modelling capacity of transparent soil. Can Geotech J 47:451–461

    Article  Google Scholar 

  • Lo H, Tabe K, Iskander M, Yoon S (2009) A transparent water-based polymer for simulating multiphase flow. Geotech Test J 33:1–13

    Google Scholar 

  • Mannheimer R, Oswald C (2010) Development of transparent porous media with permeabilities and porosities comparable to soils, aquifers, and petroleum reservoirs. Groundwater 31:781–788

    Article  Google Scholar 

  • Ni Q, Hird C, Guymer I (2010) Physical modeling of pile penetration in clay using transparent soil and particle image velocimetry. Geotechnique 60:121–132

    Article  Google Scholar 

  • Posadas D, Tannus A, Panepucci H, Creatana S (1996) Magnetic resonance imaging as a non-invasive technique for investigating 3-D preferential flow occurring within stratified soil samples. Comput Electron Agric 14:356–267

    Article  Google Scholar 

  • Qi C, Chen Y, Wang X, Zuo D (2015) Physical modeling experiment on buckling of slender piles in transparent soil. Chin J Rock Mech Eng 34:838–848

    Google Scholar 

  • Rechenmacher A, Zenon M (2007) Calibration of soil constitutive models with spatially varying parameters. J Geotech Geoenviron Eng 133:1567–1576

    Article  Google Scholar 

  • Sadek S, Iskander M, Liu J (2002) Geotechnical properties of transparent silica. Can Geotech J 39:111–124

    Article  Google Scholar 

  • Scarano F, Riethmuller M (1999) Iterative multigrid approach in PIV image processing with discrete window offset. Exp Fluids 26:513–523

    Article  Google Scholar 

  • Schmidt J, Parteli E, Uhlmann N, Woerlein N, Wirth K, Poeschel T, Peukert W (2020) Packings of micron-sized spherical particles—insights from bulk density determination, X-ray microtomography and discrete element simulations. Adv Powder Technol 31:2293–2304

    Article  Google Scholar 

  • Serrano R, Iskander M, Tabe K (2020) 3D contaminant flow imaging in transparent granular porous media. Geotechn Lett 6:71–78

    Google Scholar 

  • Shan R, Huang B, Zheng Y, Kong X, Zhang L (2019a) Development of similar simulation equipment for roadway support subjected to vertical dynamic loads. Chin J Geotech Eng 41:294–302

    Google Scholar 

  • Shan R, Peng Y, Kong X, Zheng Y (2019b) Research progress of coal roadway support technology at home and abroad. Chin J Rock Mech Eng 38:2377–2403

    Google Scholar 

  • Shan R, Zhang X, Zhang L, Bai Y, Zhang H, Chen Y (2018) Application on bearing performance of concrete filled steel tube arch with slip ends. J China Coal Soc 43:2461–2468

    Google Scholar 

  • Siemens G, Peters S, Take W (2013) Comparison of confined and Unconfined Infiltration in Transparent Porous Media. Water Resour Res 49:851–863

    Article  Google Scholar 

  • Siemens G, Take W, Peters S (2014) Physical and numerical modeling of infiltration including consideration of the pore-air phase. Can Geotech J 51:1475–1487

    Article  Google Scholar 

  • Sirivithayapakorn S, Keller A (2003) Transport of colloids in saturated porous media: a pore-scale observation of the size exclusion effect and colloid acceleration. Water Resour Res 39:1255–1256

    Google Scholar 

  • Song Z, Hu Y, Hu X, Oloughlin C, Randoph M (2009) Loss in anchor embedment during plate anchor keying in clay. J Geotech Geoenviron Eng 135:1465–1485

    Article  Google Scholar 

  • Su H, Li H, Zhang H, Wen Z (2020) Particle flow code method-based seepage behavior analysis and control effect evaluation for soil levee. Eng Comput 36:97–114

    Article  Google Scholar 

  • Sui W, Gao Y, Liu J (2011) Status and prospect of transparent soil experimental technique. J China Coal Soc 36:577–862

    Google Scholar 

  • Sui W, Zheng G (2018) An experimental investigation on slope stability under drawdown condition using transparent soil. Bull Eng Geol Env 77:977–985

    Article  Google Scholar 

  • Sun H, Liu X, Wang E, Zhang D (2019) Prediction on uniaxial compression strength of rocks with X-ray computed tomography. Chin J Rock Mech Eng 38:3575–2582

    Google Scholar 

  • Sun J, Liu J (2014) Visualization of tunneling-induced ground movement in transparent sand. Tunn Undergr Sp Technol 40:236–240

    Article  Google Scholar 

  • Tabe K, Iskander M, Honma S (2011) Transparent aquabeads to visualize flow in porous material. Adv Mater Res 83:2602–2605

    Article  Google Scholar 

  • Tahsin T, Osamah A, Ihsan A (2019) Experimental investigation of batter pile groups behaviour subjected to lateral soil movement in sand. Int J Geotech Eng 23:1–12

    Google Scholar 

  • Theodoropoulou M, Karoutsos V, Tsakiroglou D (2003) A new visualization technique for the study of solute dispersion in model porous media. J Hydrol 274:176–197

    Article  Google Scholar 

  • Welker A, Bowders J, Gilbert R (1999) Applied research using a transparent material with hydraulic properties similar to soil. Geotech Test J 22:266–270

    Article  Google Scholar 

  • White D, Take W, Bolton M (2003) Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Geotechnique 53:619–631

    Article  Google Scholar 

  • Wu F, Yao C, Cong L, Zhang F, Xi Y (2019) Comparison of glass etching displacement experiment and finite element numerical simulation for gas-water two-phase seepage in rocks. Lithol Reserv 31:121–132

    Google Scholar 

  • Wu M (2006) Study on transparent synthetic sand and its triaxial test. Masteral dissertation of Dalian University of Technology

  • Xu G (2020) Research on the mechanism and evolution law of rock deformation and cracking around deep tunnels. PhD thesis, China University of Mining and Technology, Jiangsu

  • Xu W, Kong G, Gao Q, Hu Z, Liao K (2015) Experimental study on refractive index of pore fluid in transparent soil manufacture. Shuili Xuebao 46:360–365

    Google Scholar 

  • Yang S, Zhen Y, Jing H, Tao X (2020) Fracture evolution mechanism of hollow sandstone under conventional triaxial compression by X-ray micro-CT observations and three-dimensional numerical simulations. Int J Solids Struct 190:156–180

    Article  Google Scholar 

  • Yuan B, Sun M, Xiong L, Li PS, H (2020) Investigation of 3D deformation of transparent soil around a laterally loaded pile based on a hydraulic gradient model test. J Build Eng 28:1–5

    Google Scholar 

  • Yuan B, Xiong L, Zhai L, Zhang GX, W (2019) Transparent synthetic soil and its application in modeling of soil-structure interaction using optical system. Front Earth Sci 7:1–9

    Article  Google Scholar 

  • Yuan T, Jiang Z, Liu D, Xiong X (2018) Experiment on the seepage damage coarse grain soil. Rock Soil Mech 39:1311–1336

    Google Scholar 

  • Wang X, Zai J, Jiang G, Chen Y (2008) Study on transparent materials used to see through internal deformation of soil. J Changzhou Inst Technol 21:270–273

    Google Scholar 

  • Yi L, Lv H, Yu T, Zhang T (2018) Quantification of the transparency of the transparent soil in geotechnical modeling. Adv Civil Eng 7:1–8

    Google Scholar 

  • Zhao H, Ge L (2014) Investigation on the shear moduli and damping ratios of silica gel. Granul Matter 16:449–456

    Article  Google Scholar 

  • Zhao H, Ge L, Luna R (2010) Low viscosity pore fluid to manufacture transparent soil. Geotech Test J 33:463–468

    Google Scholar 

  • Zhou J, Gong Q, Zhou S (2016) Model test on upward moving tunnel and soil interaction using transparent soil. J East China Jiaotong Univer 33:1–6

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Lei He.

Ethics declarations

Conflict of interest

The authors declare that there are no conflicts of interest regarding this publication.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Dai, X., He, L., Wu, W. et al. Visualization experiment technology based on transparent geotechnical materials and its engineering application. J Vis 26, 145–159 (2023). https://doi.org/10.1007/s12650-022-00863-6

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12650-022-00863-6

Keywords

Navigation