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A Road Map for Geotechnical Monitoring of Transportation Infrastructure Assets using Three-Dimensional Models Developed from Unmanned Aerial Data

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Abstract

Infrastructure forms the backbone of a nation’s growth and economy. The smooth operation of those infrastructure assets depends on many factors including proper use of construction materials under different loading, environmental and durability assessments, and the frequency of monitoring after construction. The performance and maintenance of an infrastructure asset thus depend on the behavior of the system in a built geological environment. Proactive monitoring of infrastructure often leads to preventive maintenance. However, it is not economically feasible to use the current traditional monitoring techniques, especially considering the vastness of the infrastructure networks. In this study, unmanned aerial vehicle–close-range photogrammetry (UAV–CRP) technology is being proposed as a supplemental data collection tool to complement existing traditional monitoring techniques for geotechnical infrastructure. Two case studies covering a pavement structure built over rehabilitated subgrade rich with sulfates and stability of a rock slope adjacent to an old rail line were monitored aerially to understand their state of health conditions. The pavement site had a history of experiencing sulfate-induced heaving and was rehabilitated using extended mellowing after lime stabilization. The rail line under inspection was constructed more than a century ago, and the stability of the weathered rock cut holds the key for safe operations on the rail line. The rock was highly weathered and considered to undergo circular failure. Aerial images were collected and processed to build three-dimensional models to evaluate and assess the condition of these geotechnical assets. This approach not only provides a comprehensive idea through dense point cloud models offering real-field-like view of the asset conditions but also is expected to result in significant savings in data collection time and costs.

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References

  1. Congress SSC, Puppala AJ (2019a) Novel methodology of using aerial close range photogrammetry technology for monitoring the pavement construction projects. Airf Highw Pavements 2019:121–130

    Google Scholar 

  2. Puppala AJ, Griffin JA, Hoyos LR, Chomtid S (2004) Studies on sulfate-resistant cement stabilization methods to address sulfate-induced soil heave. J Geotech Geoenvironmental Eng 130:391–402

    Article  Google Scholar 

  3. ASCE (2018) ASCE’s 2017 infrastructure report Card|GPA: D+. https://www.infrastructurereportcard.org/. Accessed 25 Oct 2018

  4. Seyedshohadaie SR, Damnjanovic I, Butenko S (2010) Risk-based maintenance and rehabilitation decisions for transportation infrastructure networks. Transp Res Part A Policy Pract 44:236–248

    Article  Google Scholar 

  5. Congress SSC, Puppala AJ (2019b) Evaluation of UAV–CRP data for monitoring transportation infrastructure constructed over expansive soils. Indian Geotech J. https://doi.org/10.1007/s40098-019-00384-4

    Article  Google Scholar 

  6. Puppala AJ, Katha B, Hoyos LR (2004) Volumetric shrinkage strain measurements in expansive soils using digital imaging technology. Geotech Test J 27:547–556

    Google Scholar 

  7. Talluri N, Puppala AJ, Chittoori B et al (2013) Stabilization of high-sulfate soils by extended mellowing. Transp Res Rec J Transp Res Board 2363:96–104

    Article  Google Scholar 

  8. Cheng YM, Yip CJ (2007) Three-dimensional asymmetrical slope stability analysis extension of Bishop’s, Janbu’s, and Morgenstern—price’s techniques. J Geotech Geoenvironmental Eng 133:1544–1555

    Article  Google Scholar 

  9. Puppala AJ, Congress SSC, Banerjee A (2019) Research advancements in expansive soil characterization. Stab Geoinfrastruct Monit. https://doi.org/10.1007/978-981-13-5871-5_2

    Article  Google Scholar 

  10. Congress SSC (2018) Novel infrastructure monitoring using multifaceted unmanned aerial vehicle systems—close range photogrammetry (UAV-CRP) data analysis

  11. Congress SSC, Puppala AJ, Lundberg CL (2018) Total system error analysis of UAV-CRP technology for monitoring transportation infrastructure assets. Eng Geol. https://doi.org/10.1016/J.ENGGEO.2018.11.002

    Article  Google Scholar 

  12. Puppala AJ, Congress SSC, Bheemasetti TV, Caballero SR (2018a) Visualization of civil infrastructure emphasizing geomaterial characterization and performance. J Mater Civ Eng 30:04018236. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002434

    Article  Google Scholar 

  13. Puppala AJ (2016) Advances in ground modification with chemical additives: from theory to practice. Transp Geotech 9:123–138

    Article  Google Scholar 

  14. Little DN, Males EH, Prusinski JR, Stewart B (2000) Cementitious stabilization. Transp New Millenn. https://trid.trb.org/view/639997

  15. He S, Yu X, Banerjee A, Puppala AJ (2018) Expansive soil treatment with ionic soil stabilizer. Transp Res Rec J Transp Res Board 2672:185–194

    Article  Google Scholar 

  16. Puppala AJ, Manosuthikij T, Chittoori BCS (2013) Swell and shrinkage characterizations of unsaturated expansive clays from Texas. Eng Geol 164:187–194

    Article  Google Scholar 

  17. Puppala AJ, Congress SSC, Talluri N, Wattanasanthicharoen E (2019) Sulfate-heaving studies on chemically treated sulfate-rich geomaterials. J Mater Civ Eng 31:4019076

    Article  Google Scholar 

  18. Little D, Herbert B, Kunagalli S (2005) Ettringite formation in lime-treated soils: establishing thermodynamic foundations for engineering practice. Transp Res Rec J Transp Res Board 1936:51–59

    Article  Google Scholar 

  19. Puppala AJ, Talluri N, Congress SSC, Gaily A (2018) Ettringite induced heaving in stabilized high sulfate soils. Innov Infrastruct Solut 3:72. https://doi.org/10.1007/s41062-018-0179-7

    Article  Google Scholar 

  20. Petry TM (1994) Studies of factors causing and influencing localized heave of lime treated clay soils (sulfate induced heave). University of Texas at Arlington, Civil Engineering Department

  21. Harris J, Sebesta S, Scullion T (2004) Hydrated lime stabilization of sulfate-bearing vertisols in Texas. Transp Res Rec J Transp Res Board 1868:31–39

    Article  Google Scholar 

  22. Puppala AJ (2013) An innovative hybrid sensor for rapid assessment of sulfate-induced heaving in stabilized soils. NCHRP-IDEA Program Project Final Report

  23. Talluri N, Puppala AJ, Congress SSC, Banerjee A (2020) Experimental studies and modeling of high-sulfate soil stabilization. J Geotech Geoenvironmental Eng 146:4020019

    Article  Google Scholar 

  24. Whitman RV, Bailey WA (1967) Use of computers for slope stability analysis. J Soil Mech Found Div 93:475–498

    Article  Google Scholar 

  25. Duncan JM (1996) State of the art: limit equilibrium and finite-element analysis of slopes. J Geotech Eng 122:577–596

    Article  Google Scholar 

  26. Baligh MM, Azzouz AS (1975) End effects on stability of cohesive slopes. J Geotech Engrg Div 101:1105–1117

    Article  Google Scholar 

  27. Chen RH, Chameau JL (1985) Three-dimensional limit equilibrium analysis of slopes. Geotechnique 32:31–40. https://doi.org/10.1680/geot.1985.35.2.215

    Article  Google Scholar 

  28. Lam L, Fredlund DG (1993) A general limit equilibrium model for three-dimensional slope stability analysis. Can Geotech J 30:905–919. https://doi.org/10.1139/t94-094

    Article  Google Scholar 

  29. Cavounidis S (1987) On the ratio of factors of safety in slope stability analyses. Géotechnique 37:207–210. https://doi.org/10.1680/geot.1987.37.2.207

    Article  Google Scholar 

  30. FAA (2016) FAA aerospace forecast—fiscal years 2016–2036

  31. Tahar KN, Ahmad A (2012) A simulation study on the capabilities of rotor wing unmanned aerial vehicle in aerial terrain mapping. Int J Phys Sci 7:1300–1306

    Google Scholar 

  32. McGlone JC, Mikhail EM, Bethel JS, Mullen R (2004) Manual of photogrammetry. American society for photogrammetry and remote sensing Bethesda, MD

  33. Rathje EM, Woo K, Crawford M (2006) Spaceborne and airborne remote sensing for geotechnical applications. In: GeoCongress 2006: Geotechnical Engineering in the Information Technology Age, pp 1–19

  34. Adu-Gyamfi YO, Tienaah T, Attoh-Okine NO, Kambhamettu C (2014) Functional evaluation of pavement condition using a complete vision system. J Transp Eng 140:4014040

    Article  Google Scholar 

  35. Chittoori BCS, Puppala AJ, Pedarla A (2018) Addressing clay mineralogy effects on performance of chemically stabilized expansive soils subjected to seasonal wetting and drying. J Geotech Geoenvironmental Eng 144:4017097

    Article  Google Scholar 

  36. Congress SSC, Puppala AJ, Banerjee A, Patil UD (2020) Identifying hazardous obstructions within an intersection using unmanned aerial data analysis. Int J Transp Sci Technol. (in press) https://www.sciencedirect.com/science/article/pii/S2046043020300411

  37. Puppala AJ, Congress SSC, Bheemasetti TV, Caballero S (2018b) Geotechnical data visualization and modeling of civil infrastructure projects. Proc GeoShanghai 2018 Int Conf Transp Geotech Pavement Eng. https://doi.org/10.1007/978-981-13-0011-0_1

    Article  Google Scholar 

  38. FAA (2016) FAA-G-8082-22 Remote pilot-small unmanned aircraft systems study guide

  39. Latha GM, Garaga A (2010) Stability analysis of a rock slope in Himalayas. Geomech Eng 2:125–140

    Article  Google Scholar 

  40. Wyllie DC, Mah C (2004) Rock slope engineering. CRC Press, Cambridge

    Google Scholar 

  41. Congress SSC, Kumar P, Patil UD et al (2020) Three-dimensional stability analysis of rock slope using aerial photogrammetry data. Geo-Congress 2020:388–398

    Google Scholar 

Download references

Acknowledgements

The authors would like to thank the TxDOT for granting the funds for research Project 06944. The authors gratefully acknowledge the support and generosity of the NSF Industry-University Cooperative Research Center (I/UCRC) program funded “Center for Integration of Composites into Infrastructure (CICI)” site at TAMU (NSF PDs: Dr. Andre Marshall & Dr. Prakash Balan), for its partial support toward this work. The authors also thank the Transportation Consortium of South-Central States (Tran-SET)—Region 6′s University Transportation Center for its support to our research.

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Correspondence to Anand J. Puppala.

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Congress, S.S.C., Puppala, A.J. A Road Map for Geotechnical Monitoring of Transportation Infrastructure Assets using Three-Dimensional Models Developed from Unmanned Aerial Data. Indian Geotech J 51, 84–96 (2021). https://doi.org/10.1007/s40098-020-00470-y

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