Skip to main content

Investigation on Geotechnical Properties Before and After the Construction of Earth Retaining Structures-West Konkan a Case Study

  • Conference paper
  • First Online:
Advancements in Unsaturated Soil Mechanics (GeoMEast 2019)

Part of the book series: Sustainable Civil Infrastructures ((SUCI))

  • 324 Accesses

Abstract

Characteristic geotechnical properties of soil vary from place to place. The classification of soil mass depends on rock family from which it originates its mineral composition and the environmental aspect of the area. Civil engineering structure is founded in or on the surface of the earth, and hence before designing any structures, it is necessary to closely observe the suitability of a soil for construction. Properties of soils observed before construction and after the construction of earth retaining structures (ERS) influences the stability of structures. Most of the geotechnical properties of surrounding soils in the vicinity of ERS changes after the construction of the ERS. In a developing country like India, the population density is very high due to which people are forced to reside in landslide-prone areas and this initiates the need to construct Earth Retaining Structures. The stability of these ERS is very crucial to protect the vulnerable slopes. If the ERS are displaced even slightly it can create havoc by bringing the lives and property in danger. In this paper, different geotechnical properties of soils such as specific gravity, density index, consistency limits, particle size analysis, compaction, consolidation, permeability, and shear strength have been studied for observing the changes in geotechnical properties of the soil before and after the construction of Earth Retaining Structures and conclusions are noted. This paper attempts to find out the correlation between the displacement of ERS against changes in soil characteristics using GNSS technology. It is observed from past research studies that GNSS technology can be used for tracing out the precise location of any object or structure. Keeping this in mind, the soil sample in the vicinity of ERS was regularly checked in the laboratory to correlate the soil characteristics and location of the ERS. The practice of testing the soil characteristics in the laboratory was consistently followed. From the laboratory and field tests observation, it has been observed that soil characteristics of the soil in the vicinity of ERS change even with the minor displacement of the ERS from its initial position. Hence, GNSS technology can be used to give early warnings related to major displacements of ERS that could take place in the future. Thus GNSS technology can be used to produce a low-cost early warning system for the displacement of ERS so that a warning about a probable landslide can be received well in advance to evacuate the area and save life and property.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 84.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 109.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Turner, A.K.: Social and environmental impacts of landslides. Innovative Infrast. Solutions J. (2018). Springer https://doi.org/10.1007/s41062-018-0175-y

  2. Gandomi, A.H., et al.: Optimization of retaining wall design using recent swarm intelligence techniques. Eng. Struct. (2015). https://doi.org/10.1016/j.engstruct.2015.08.034

  3. Goh, A.T.C.: Behavior of cantilever retaining walls. J. Geotechn. Eng. (1993). https://doi.org/10.1061/(ASCE)0733-9410(1993)119:11(1751)

  4. Udomchai, A., et al.: Failure of riverbank protection structure and remedial approach: A case study in Suraburi province, Thailand. Eng. Fail. Anal. (2018). https://doi.org/10.1016/j.engfailanal.2018.04.040

  5. Ukritchon, B., et al.: Optimal design of reinforced concrete cantilever retaining walls considering the requirement of slope stability. KSCE J. Civ. Eng. (2017). https://doi.org/10.1007/s12205-017-1627-1

  6. Ellirtgwood, B.: Design and construction error effects on structural reliability. J. struct. Eng. (1987). https://doi.org/10.1061/(asce)0733-9445(1987)113:2(409)

  7. Butler, C.J., et al.: Retaining wall field condition, inspection, rating analysis, and condition assessment. J. Perform. Constructed Facil. (2016). https://doi.org/10.1061/(asce)cf.1943-5509.0000785

  8. Sharma, C., et al.: Evaluation of the effect of lateral soil pressure on cantilever retaining wall with soil type variation. IOSR J. Mech. Civ. Eng. (2014). https://doi.org/10.9790/1684-11233642

  9. Castillo, E., et al.: Design and sensitivity analysis using probability safety factor, an application to retaining wall. Struct. Saf. (2004). https://doi.org/10.1016/s0167-4730(03)00039-0

  10. Sivakumar Babu, G.L., Munwar Basha, B.: Optimum design of cantilever retaining walls using target reliability approach. Int. J. Geomech. 8(4), 240–252 (2008)

    Article  Google Scholar 

  11. Adunoye, G.O.: Fines content and angle of internal friction of a lateritic soil: an experimental study. Am. J. Eng. Res. (2014). http://www.ajer.org/papers/v3(3)/C0331621.pdf

  12. Giacheti, H.L., et al.: Seasonal influence on cone penetration test: an unsaturated soil site example. J. Rock Mech. Geotechn. Eng. (2019). https://doi.org/10.1016/j.jrmge.2018.10.005

  13. Zevgolis, I.E., et al.: Probabilistic analysis of retaining walls. Comput. Geotech. (2010). https://doi.org/10.1016/j.compgeo.2009.12.003

  14. Collin, J.G.: Lessons learns from segmental retaining wall failure. Geotext. Geomembr. (2001). https://doi.org/10.1016/s0266-1144(01)00016-4

  15. Small, J.C., et al.: Structural integrity issues associated with soils and rock in civil engineering industries. Module Mater. Sci. Mater. Eng. (2018). https://doi.org/10.1016/b0-08-043749-4/01147-2

  16. Blahova, K., et al.: Influence of water content on the shear strength parameters of clayey soil in relation to stability analysis of a hillside in BRNO region (2013). https://doi.org/10.11118/actaun201361061583

  17. Manzari, M.T., et al.: Significance of soil dilatancy in slope stability analysis. J. Geotech. Geoenviron. Eng. (2000). https://doi.org/10.1061/(asce)1090-0241(2000)126:1(75)

  18. Abdullahi, M.M.: Evaluation of causes of retaining wall failure (2009). http://lejpt.academicdirect.org/A14/011_018.pdf

  19. Ghosh, R.: Effect of soil moisture in the analysis of undrained shear strength of compacted clayey soil. J. Civ. Eng. Constr. Technol. (2013). http://worldcat.org/issn/21412634

  20. Xu, S.-Y., et al.: Analysis of the stress distribution across a retaining wall backfill. Comput. Geotech. (2018). https://doi.org/10.1016/j.compgeo.2018.07.001

  21. Bobade, S.S., et al.: Study and analysis of causative factors of slumping for designing the preventive measures: a case study in South Konkan, India. Int. J. Comput. Appl. (2012). https://www.ijcaonline.org/proceedings/icett/number2/9838-1019

  22. Roy, S., et al.: Role of geotechnical properties of soil on civil engineering structures. Res. Environ. (2017). https://doi.org/10.5923/j.re.20170704.03

  23. Zou, Y., et al.: Angle of internal friction and cohesion of consolidated ground marigold petals. Am. Soc. Agric. Eng. (2001). https://doi.org/10.13031/2013.6419

  24. Mor, Y., et al.: Reliability-based service-life assessment of aging concrete structures. J. Struct. Eng. (1993). https://doi.org/10.1061/(asce)0733-9445(1993)119:5(1600)

  25. Jimoh, Y.A.: Shear strength/moisture content models for a laterite soil in Ilorin, Kwara State, Nigeria (2006). https://doi.org/10.3233/978-1-61499-656-9-521

  26. Wu, Y., et al.: Effect of soil variability on bearing capacity accounting for non-stationary characteristics of undrained shear strength. Comput. Geotech. (2019). https://doi.org/10.1016/j.compgeo.2019.02.003

  27. Xu, Y., et al.: Determination of peak and ultimate shear strength parameters of compacted clay. Eng. Geol. (2018). https://doi.org/10.1016/j.enggeo.2018.07.001

  28. Wei, Y., et al.: The effect of water content on the shear strength characteristics of granitic soils in South China. Soil Tillage Res. (2018). https://doi.org/10.1016/j.still.2018.11.013

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Anand Tapase .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Dhawale, A., Bobade, S.S., Tapase, A., Garg, V. (2020). Investigation on Geotechnical Properties Before and After the Construction of Earth Retaining Structures-West Konkan a Case Study. In: Hoyos, L., Shehata, H. (eds) Advancements in Unsaturated Soil Mechanics. GeoMEast 2019. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-030-34206-7_6

Download citation

Publish with us

Policies and ethics