Skip to main content

Keynote Lecture: Recent development of quality control and assurance of deep mixing method

  • Conference paper
  • First Online:
Geotechnics for Sustainable Infrastructure Development

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 62))

Abstract

The Deep Mixing Method (DMM), a deep in-situ soil stabilization technique using cement and/or lime as a binder, was developed in Japan and in the Nordic countries independently in 1970s. Due to its wide applicability and high improvement effect, the method has gained increased popularity in many countries. The quality control and assurance is one of the major concerns for clients and engineers who have less experience of the technologies. However, there may be many differences in the QC/QA procedures. Diversification of application, soil type, and execution system, together with the improved understanding on the behavior of improved ground necessitate our profession to review the current QC/QA practice. In the manuscript, the importance of QC/QA related activities along the work flow of deep mixing project is emphasized and the current and recent development of QC/QA are also presented.

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 189.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 249.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover 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

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Aoi, M., Komoto, T. & Ashida, S. (1996). Application of TRD method to waste treatment on the ground. Proc. of the 2nd International Congress on Environmental Geotechnics, ISOsaka ‘96. pp. 437-440.

    Google Scholar 

  • Babasaki, R, Terashi, M., Suzuki, T., Maekawa, A., Kawamura, M. & Fukazawa, E. (1996). Japanese Geotechnical Society Technical Committee Reports: Factors influencing the strength of improved soil. Proc. of the 2nd International Conference on Ground Improvement Geosystems. Vol. 2. pp. 913-918.

    Google Scholar 

  • Cement Deep Mixing Method Association. (1999). Cement Deep Mixing Method (CDM), Design and Construction Manual (in Japanese).

    Google Scholar 

  • Dry Jet Mixing Association. (1993). Dry Jet Mixing (DJM) Method Technical Manual (in Japanese).

    Google Scholar 

  • Hosoya, Y., Nasu, T., Hibi, Y., Ogino, T., Kohata, Y. & Makihara, Y. (1996). Japanese Geotechnical Society Technical Committee Reports: An evaluation of the strength of soils improved by DMM. Proc. of the Second International Conference on Ground Improvement Geosystems. Vol. 2. pp. 919-924.

    Google Scholar 

  • JACSMAN Association. (2011). Technical Data for JACSMAN, Ver. 6. 21p. (in Japanese).

    Google Scholar 

  • Japan Cement Association. (1994). Soil improvement manual using cement stabilizer: 424p. (in Japanese).

    Google Scholar 

  • Japanese Geotechnical Society. (2000). Practice for Making and Curing Stabilized Soil Specimens without Compaction. JGS 08212000. Japanese Geotechnical Society (in Japanese).

    Google Scholar 

  • Japanese Geotechnical Society. (2009). Practice for Making and Curing Stabilized Soil Specimens without Compaction. JGS 08212009. Japanese Geotechnical Society. Vol. 1. pp. 426-434 (in Japanese).

    Google Scholar 

  • Japanese Society of Soil Mechanics and Foundation Engineering. (1990). Practice for Making and Curing Stabilized Soil Specimens without Compaction. JGS T 821-1990. Japanese Society of Soil Mechanics and Foundation Engineering (in Japanese).

    Google Scholar 

  • Kitazume, M. (2008). Stability of group column type DM improved ground under embankment loading. Report of the Port and Airport Research Institute. Vol. 47. No. 1. pp. 1-53.

    Google Scholar 

  • Kitazume, M., Grisolia, M., Leder, E., Marzano, I. P., Correia, A. A. S., Oliveira, P. J. V., Åhnberg, H. & Andersson, M. (2015). Applicability of molding procedures in laboratory mix tests for quality control and assurance of the deep mixing method, Soils and Foundations, Vol. 55, Issue 4, pp. 761-777.

    Google Scholar 

  • Kitazume, M. & Terashi, M. (2013). The Deep Mixing Method, CRC Press, Taylor & Francis Group, 410p.

    Google Scholar 

  • Kitazume, M. & Maruyama, K. (2007). Internal stability of group column type deep mixing improved ground under embankment loading. Soils and Foundations. Vol. 47. No. 3. pp. 437455.

    Google Scholar 

  • Kitazume, M., Nishimura, S., Terashi, M. & Ohishi, K. (2009a). International collaborative study Task 1: Investigation into practice of laboratory mix tests as means of QC/QA for deep mixing method. Proc. of the International Symposium on Deep Mixing and Admixture Stabilization. pp. 107-126.

    Google Scholar 

  • Kitazume, M., Ohishi, K., Nishimura, S. & Terashi, M. (2009b). International collaborative study Task 2 Report: Interpretation of comparative test program. Proc. of the International Symposium on Deep Mixing and Admixture Stabilization. pp. 127139.

    Google Scholar 

  • Kitazume, M., Okano, K. & Miyajima, S. (2000). Centrifuge model tests on failure envelope of column type DMM improved ground, Soils and Foundations, Vol. 40, No. 4, pp. 43-55.

    Google Scholar 

  • Larsson, S. (2005). State of Practice Report - Execution, monitoring and quality control -. Proc. of the International Conference on Deep Mixing - Best Practice and Recent Advances. Vol. 2. pp. 732-785.

    Google Scholar 

  • Nakama, T., Saitoh, S. & Babasaki, R. (2003). “Early stage estimation for 28-day unconfined compressive strength of cement-improved soils using an accelerated curing test”, JGS annual conference (in Japanese).

    Google Scholar 

  • Power Blender Association. (2007). The power blender method - slurry injection technique -, Annual journal of Construction Planning, pp. 42 - 47 (in Japanese).

    Google Scholar 

  • Public Works Research Center. (2004). Technical Manual on Deep Mixing Method for On Land Works. 334p. (in Japanese). Terashi, M. (2003). The state of practice in deep mixing method. Grouting and ground treatment, Proc. of the 3rd International Conference, ASCE Geotechnical Special Publication No. 120. Vol. 1. pp. 25-49.

    Google Scholar 

  • Terashi, M. & Kitazume, M. (2009). Keynote lecture: Current practice and future perspective of QA/QC for deep-mixed ground. Proc. of the International Symposium on Deep Mixing and Admixture Stabilization. pp. 61-99.

    Google Scholar 

  • Terashi, M. & Kitazume, M. (2011). QA/QC for deep-mixed ground: current practice and future research needs. Journal of Ground Improvement. Issue 164. No. GI3. pp. 161-177.

    Google Scholar 

  • Terashi, M., Okumura, T. & Mitsumoto, T. (1977). Fundamental properties of lime treated soil (1st report). Report of the Port and Harbour Research Institute, Vol. 16, No. 1, pp. 3-28 (in Japanese).

    Google Scholar 

  • Terashi, M., Tanaka, H., Mitsumoto, T., Niidome, Y. & Honma, S. (1980). Fundamental Properties of lime and cement treated soils (2nd report). Report of the Port and Harbour Research Institute, Vol. 19, No. 1, pp. 33-62 (in Japanese).

    Google Scholar 

  • Åhnberg, H. & Holm, G. (1984). On the influence of curing temperature on the strength of lime and cement stabilised soils, Swedish Geotechnical Institute, Report No. 30, pp. 93146 (In Swedish).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Masaki Kitazume .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Kitazume, M. (2020). Keynote Lecture: Recent development of quality control and assurance of deep mixing method. In: Duc Long, P., Dung, N. (eds) Geotechnics for Sustainable Infrastructure Development. Lecture Notes in Civil Engineering, vol 62. Springer, Singapore. https://doi.org/10.1007/978-981-15-2184-3_69

Download citation

  • DOI: https://doi.org/10.1007/978-981-15-2184-3_69

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-15-2183-6

  • Online ISBN: 978-981-15-2184-3

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics