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ISRM Suggested Method for the Needle Penetration Test

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References

  • Aydan Ö (2012) The inference of physico-mechanical properties of soft rocks and the evaluation of the effect of water content and weathering on their mechanical properties from needle penetration tests. Symposium of ARMA, Chicago, Paper No. ARMA12-639 (on CD)

  • Aydan Ö, Ulusay R (2003) Geotechnical and geoenvironmental characteristics of man-made underground structures in Cappadocia, Turkey. Eng Geol 69:245–272

    Article  Google Scholar 

  • Aydan Ö, Ulusay R (2013) Geomechanical evaluation of Derinkuyu Antique underground City and its implications in geoengineering. Rock Mech Rock Eng 46:731–754

    Article  Google Scholar 

  • Aydan Ö, Seiki T, Ito T, Ulusay R, Yüzer E (2006) A comparative study on engineering properties of tuffs from Cappadocia of Turkey and Oya of Japan. In: Proceedings of the Symposium on Modern Applications of Engineering Geology, Turkish National Group of Engineering Geology, Denizli, pp 425–433

  • Aydan Ö, Watanabe S, Tokashiki N (2008) The inference of mechanical properties of rocks from penetration tests. In: Majdi A, Ghazvinian A (eds) Proceedings of the 5th Asian Rock Mechanics Symposium (ARMS5), Tehran, Iran, vol 1, pp 213–220

  • Aydan Ö, Rassouli F, Ito T (2011) Multi-parameter responses of Oya tuff during experiments on its time-dependent characteristics. In: Proceedings of 45th US Rock Mechanics/Geomechanics Symp., San Francisco, ARMA 11-294

  • Aydan Ö, Sato A, Yagi M (2013) The inference of geo-mechanical properties of soft rocks and their degradation from needle penetration tests. Rock Mech Rock Eng. doi:10.1007/s00603-013-0477-5

    Google Scholar 

  • Erguler ZA, Ulusay R (2007) Estimation of uniaxial compressive strength of clay-bearing weak rocks using needle penetration response. In: Proceedings of 11th Congress on Int. Soc. Rock Mechanics, Lisbon, vol 1, pp 265–268

  • Hachinohe S, Hiraki N, Suzuki T (1999) Rates of weathering and temporal changes in strength of bedrock of marine terraces in Boso Peninsula, Japan. Eng Geol 55:29–43

    Article  Google Scholar 

  • ISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. In: Ulusay R, Hudson JA (eds) Suggested methods prepared by the commission on testing methods, International Society for Rock Mechanics, Compilation Arranged by the ISRM Turkish National Group, Kozan Ofset, Ankara, Turkey

  • JGS (Japanese Geotechnical Society) (2012) Method for needle penetration test (JGS: 3431-2012). Japanese standards and explanations of geotechnical and geoenvironmental investigation methods, no. 1, JGS Publication, Tokyo, pp 426–432 (in Japanese)

  • JSCE (Japan Society of Civil Engineers) (1991) A suggested method for investigation and testing of soft rocks. Committee on Rock Mechanics of JSCE, p 124 (in Japanese)

  • JSCE-RMC (1980) A suggested method for investigation and testing of soft rocks. In: Japan Society of Civil Engineers, Rock Mechanics Committee, The 4th Sub-committee, Tokyo (in Japanese)

  • Nakamura Y, Sasaki Y (1991) Simple test for rock mass classification of dam foundation. Eng Dams 53:25–37 (in Japanese)

    Google Scholar 

  • Ngan-Tillard DJM, Verwaal W, Maurenbrecher PM, van Paassen LA (2009) Microstructural degradation of Maastrichtian limestones. In: Proceedings of Eurock 2009, engineering in difficult ground conditions soft rocks and Karst Leiden. CRC Press, pp 321–326

  • Ngan-Tillard DJM, Verwaal W, Mulder A, Engin HK, Ulusay R (2011) Application of the needle penetration test to a calcarenite, Maastricht, the Netherlands. Eng Geol 123:214–224

    Article  Google Scholar 

  • Ngan-Tillard DJM, Engin HK, Verwaal W, Mulder A, Ulusay R, Ergüler Z (2012) Evaluation of micro-structural damage caused by needle penetration testing. Bull Eng Geol Environ 71(3):487–498

    Article  Google Scholar 

  • Okada S, Izumiya Y, Iizuka Y, Horiuchi S (1985) The estimation of soft rock strength around a tunnel by needle penetration test. J Jpn Soc Soil Mech Found Eng 33(2):35–38 (in Japanese)

    Google Scholar 

  • Park Y, Obara Y, Kang SS (2011) Estimation of uniaxial compressive strength of weak rocks using needle penetrometer. In: Qian Q, Zhou Y (eds) Proceedings of 12th ISRM International Congress on Rock Mechanics, Beijing, pp 795–798

  • PWRI (Public Works Research Institute) (1987) Draft manual of simple tests for rock mass classification of dam foundation on soft rocks, Technical note of PWRI, No. 2506, p 31 (in Japanese)

  • Takahashi K, Noto K, Yokokawa I (1988) Strength characteristics of Kobe formation in Akashi Strata (No. 1). In: Proceedings of 10th Japan National Conf. on Geotech. Eng., The Japanese Geotechnical Society, pp 1231–1232 (in Japanese)

  • Uchida N, Etoh Y, Ono H, Miura N (2004) Strength evaluation of deep mixing soil–cement by needle penetration test. J Jpn Soc Soil Mech Found Eng 52(7):23–25 (in Japanese)

    Google Scholar 

  • Ulusay R, Erguler ZA (2012) Needle penetration test: evaluation of its performance and possible uses in predicting strength of weak and soft rocks. Eng Geol 149–150:47–56

    Article  Google Scholar 

  • Yamaguchi Y, Ogawa N, Kawasaki M, Nakamura A (1997) Evaluation of seepage failure response potential of dam foundation with simplified tests. J Jpn Soc Eng Geol 38(3):130–144

    Article  Google Scholar 

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Acknowledgments

The authors acknowledge the doctorate student of Ömer Aydan, M. Yagi from the Graduate School of Science and Engineering, Tokai University, for his help on the direct observation of damage in rock samples caused during the needle penetration tests. The authors also acknowledge the three reviewers (Prof. Hanifi Çopur, Dr. Yoshikazu Yamaguchi and Dr. Peter N.W. Verhoef) and the two members of the ISRM Commission on Testing Methods (Dr. Jose Muralha and Prof. Hasan Gerçek) for their critical reviews and constructive comments that led to significant improvements to the Suggested Method. In addition, the authors sincerely thank Prof. Sergio Fontoura, the member of the Commission, for his kind help throughout the review process of the Suggested Method.

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Correspondence to Resat Ulusay or Ömer Aydan.

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Please send any written comments on this ISRM Suggested Method to Prof. Resat Ulusay, President of the ISRM Commission on Testing Methods, Hacettepe University, Department of Geological Engineering, 06800 Beytepe, Ankara, Turkey.

Ö. Aydan: Formerly with Tokai University, Shizuoka, Japan.

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Ulusay, R., Aydan, Ö., Erguler, Z.A. et al. ISRM Suggested Method for the Needle Penetration Test. Rock Mech Rock Eng 47, 1073–1085 (2014). https://doi.org/10.1007/s00603-013-0534-0

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