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Erschienen in: Geotechnical and Geological Engineering 1/2020

11.09.2019 | Original Paper

Classification of Limestone Rock Masses Using Laboratory and Field P-wave Velocity by ArcGIS Fuzzy Overlay (AFO) (Case Study: Five Dam Sites in Zagros Mountains, Western Iran)

verfasst von: Mehdi Kianpour, Seyed Mahmoud Fatemi Aghda, Mehdi Talkhablou

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 1/2020

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Abstract

In this study, 18 seismic tomography profiles in limestone rock masses with a total length of 2450 meters were studied to find the relationship between P-wave velocity in field and laboratory (VPField and VPLab) and rock mass classifications (Q and Qsrm) in the Zagros mountains, western Iran. The results showed that the Q rock mass classification system and its modified system for sedimentary rock masses (Qsrm) were closely related to Vp parameters. In addition to the VPField, KP (VPField/VPLab) also showed a significant relationship with Q and Qsrm. The best multivariate equation between VPField and KP with Qsrm (R2 = 0.70) was more reliable and had less error than the best between VPField and KP with Q (R2 = 0.55). The reason for this was the status of the voids and some other rock mass properties such as bedding and structure of rock mass in calculating the Qsrm, which were neglected in calculating the Q index. Certainly, voids and many rock mass properties in the limestone were very effective in the amount of KP and VPField. Also, the development of models of ArcGIS fuzzy overlay (AFO) methods for prediction of Qsrm showed very interesting results because it was able to show stronger accuracy (R2 = 0.89). In order to check the accuracy and errors of the obtained models, “Error%”, “Mean Absolute Percentage Error”, “Mean Absolute Deviation” and “Root Mean Square Error” indicators were used which showed the high-efficiency of the AFO model in estimation the Qsrm. According to the results of this study, it was proposed: in the studied calcareous rock masses, Qsrm classification can be a suitable substitute for Q classification.

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Literatur
Zurück zum Zitat Alavi M (2004) Regional stratigraphy of the Zagros fold-thrust belt of Iran and its preforland evaluation. Am J Sci 304:1–20CrossRef Alavi M (2004) Regional stratigraphy of the Zagros fold-thrust belt of Iran and its preforland evaluation. Am J Sci 304:1–20CrossRef
Zurück zum Zitat Alvarez Grima M, Babuska R (1999) Fuzzy model for the prediction of unconfined compressive strength of rock samples. Int J Rock Mech Min Sci 36:339–349CrossRef Alvarez Grima M, Babuska R (1999) Fuzzy model for the prediction of unconfined compressive strength of rock samples. Int J Rock Mech Min Sci 36:339–349CrossRef
Zurück zum Zitat Andy A, Bery Rosli S (2012) Correlation of seismic P-wave velocities with engineering parameters (N value and rock quality) for tropical environmental study. Int J Geosci 3:749–757CrossRef Andy A, Bery Rosli S (2012) Correlation of seismic P-wave velocities with engineering parameters (N value and rock quality) for tropical environmental study. Int J Geosci 3:749–757CrossRef
Zurück zum Zitat Anon (1979) Classification of rocks and soils for engineering geological mapping. Bull Int Assoc Eng Geol 5:89–112 Anon (1979) Classification of rocks and soils for engineering geological mapping. Bull Int Assoc Eng Geol 5:89–112
Zurück zum Zitat Barton N (1991) Geotechnical design. World Tunnelling, pp 410–416 Barton N (1991) Geotechnical design. World Tunnelling, pp 410–416
Zurück zum Zitat Barton N (1995) The influence of joint properties in modelling jointed rock masses. In: Fujii T (ed) Proc. Int. ISRM Congr. on Rock Mech, Tokyo, Japan. A.A. Balkema, Rotterdam, pp 1023–1032 Barton N (1995) The influence of joint properties in modelling jointed rock masses. In: Fujii T (ed) Proc. Int. ISRM Congr. on Rock Mech, Tokyo, Japan. A.A. Balkema, Rotterdam, pp 1023–1032
Zurück zum Zitat Barton N (2002) Some new Q-value correlations to assist in site characterization and tunnel design. Int J Rock Mech Min Sci 39:185–216CrossRef Barton N (2002) Some new Q-value correlations to assist in site characterization and tunnel design. Int J Rock Mech Min Sci 39:185–216CrossRef
Zurück zum Zitat Barton N (2007a) Rock quality, seismic velocity, attenuation, and anisotropy. Taylor & Francis Group, London, pp 19–48 Barton N (2007a) Rock quality, seismic velocity, attenuation, and anisotropy. Taylor & Francis Group, London, pp 19–48
Zurück zum Zitat Barton N (2007) Future directions for rock mass classification and characterization—Towards a cross-disciplinary approach, Oslo, NorwayCrossRef Barton N (2007) Future directions for rock mass classification and characterization—Towards a cross-disciplinary approach, Oslo, NorwayCrossRef
Zurück zum Zitat Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. J Rock Mech Eng 6(4):189–236CrossRef Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. J Rock Mech Eng 6(4):189–236CrossRef
Zurück zum Zitat Benedikt J (2007) The Role of new technologies in environmental monitoring, fuzzy logic in GIS and remote sensing. Geologic 6:18–36 Benedikt J (2007) The Role of new technologies in environmental monitoring, fuzzy logic in GIS and remote sensing. Geologic 6:18–36
Zurück zum Zitat Bery A, Saad R (2012) Correlation of seismic P-wave velocities with engineering parameters (N value and rock quality) for tropical environmental study. Int J Geosci 3(4):749–757CrossRef Bery A, Saad R (2012) Correlation of seismic P-wave velocities with engineering parameters (N value and rock quality) for tropical environmental study. Int J Geosci 3(4):749–757CrossRef
Zurück zum Zitat Bonham GF (1994) Geographic information systems for geoscientists: modelling with GIS, Chapter 9, Fuzzy logic section with related tables and figures. Pergamon, New York, p 398 Bonham GF (1994) Geographic information systems for geoscientists: modelling with GIS, Chapter 9, Fuzzy logic section with related tables and figures. Pergamon, New York, p 398
Zurück zum Zitat Cao A, Dou L, Cai W, Gong S, Liu S, Jing G (2015) Case study of seismic hazard assessment in underground coal mining using passive tomography. Int J Rock Mech Min Sci 78:1–9CrossRef Cao A, Dou L, Cai W, Gong S, Liu S, Jing G (2015) Case study of seismic hazard assessment in underground coal mining using passive tomography. Int J Rock Mech Min Sci 78:1–9CrossRef
Zurück zum Zitat Carrozzo MT, Leucci T, Margiotta S, Mazzone F, Negri S (2008) Integrated geophysical and geological investigations applied to sedimentary rock mass characterization. Ann Geophys 51(1):191–202 Carrozzo MT, Leucci T, Margiotta S, Mazzone F, Negri S (2008) Integrated geophysical and geological investigations applied to sedimentary rock mass characterization. Ann Geophys 51(1):191–202
Zurück zum Zitat Cha YH, Kang JS, Jo CH (2006) Application of linear-array microtremor surveys for rock mass classification in urban tunnel design. Explor Geophys 37(1):108–113CrossRef Cha YH, Kang JS, Jo CH (2006) Application of linear-array microtremor surveys for rock mass classification in urban tunnel design. Explor Geophys 37(1):108–113CrossRef
Zurück zum Zitat Chrisman N (1997) Exploring geographic information systems. John Wiley and Sons, Hoboken, p 250 Chrisman N (1997) Exploring geographic information systems. John Wiley and Sons, Hoboken, p 250
Zurück zum Zitat Darvishzadeh A (1991) Geology of Iran. Neda Publication, Tehran, pp 1–901 Darvishzadeh A (1991) Geology of Iran. Neda Publication, Tehran, pp 1–901
Zurück zum Zitat Deere DU (1967) Technical description of rock cores for engineering purposes. J Rock Mech Eng Geol 1:16–22 Deere DU (1967) Technical description of rock cores for engineering purposes. J Rock Mech Eng Geol 1:16–22
Zurück zum Zitat Fan LF, Wang LJ, Wu ZJ (2018) Wave transmission across linearly jointed complex rock masses. Int J Rock Mech Min Sci 112:193–200CrossRef Fan LF, Wang LJ, Wu ZJ (2018) Wave transmission across linearly jointed complex rock masses. Int J Rock Mech Min Sci 112:193–200CrossRef
Zurück zum Zitat Fildes R, Goodwin P (2007) against your better judgment? How organizations can improve their use of management judgment in forecasting. Interfaces 37:570–576CrossRef Fildes R, Goodwin P (2007) against your better judgment? How organizations can improve their use of management judgment in forecasting. Interfaces 37:570–576CrossRef
Zurück zum Zitat Gokceoglu C, Yesilnacar E, Sonmez H, Kayabasi A (2004) A neuro-fuzzy model for modulus of deformation of jointed rock masses. J Comput Geotech 31(5):375–383CrossRef Gokceoglu C, Yesilnacar E, Sonmez H, Kayabasi A (2004) A neuro-fuzzy model for modulus of deformation of jointed rock masses. J Comput Geotech 31(5):375–383CrossRef
Zurück zum Zitat Hemmati Nourani M, Taheri Moghadder M, Safari M (2017) Classification and assessment of rock mass parameters in Choghart iron mine using P-wave velocity. J Rock Mech Geotech Eng 9(2):318–328CrossRef Hemmati Nourani M, Taheri Moghadder M, Safari M (2017) Classification and assessment of rock mass parameters in Choghart iron mine using P-wave velocity. J Rock Mech Geotech Eng 9(2):318–328CrossRef
Zurück zum Zitat Iran Water and Power Resourced Development Co (2012) Final reports of rock geotechnical study of Dams in Zagros regtion, Tehran, Iran Iran Water and Power Resourced Development Co (2012) Final reports of rock geotechnical study of Dams in Zagros regtion, Tehran, Iran
Zurück zum Zitat Karimi H, Tavakkoli M (2007) Assessment of the appeared water origin in the water tunnel of power house of Seymarehdam, Ilam. J Eng Geol 2(1):23–30 Karimi H, Tavakkoli M (2007) Assessment of the appeared water origin in the water tunnel of power house of Seymarehdam, Ilam. J Eng Geol 2(1):23–30
Zurück zum Zitat Karkazi A, Hatzichristos T, Mavropoulos A, Emmanouilidou B, Elseoud A (2001) Landfill siting using GIS and fuzzy Logic. EPEM S.A. Department of holid and hazardous wastes, Greece; Egyptian Environmental Affairs Agency; and Dept. of geography, National technical university of Athens, Greece Karkazi A, Hatzichristos T, Mavropoulos A, Emmanouilidou B, Elseoud A (2001) Landfill siting using GIS and fuzzy Logic. EPEM S.A. Department of holid and hazardous wastes, Greece; Egyptian Environmental Affairs Agency; and Dept. of geography, National technical university of Athens, Greece
Zurück zum Zitat Koleini M (2012) Engineering geological assessment and rock mass characterization of the Asmari formation (Zagros range) as large dam foundation rocks in southwestern Iran. PhD. thesis, University of Pretoria, South Africa Koleini M (2012) Engineering geological assessment and rock mass characterization of the Asmari formation (Zagros range) as large dam foundation rocks in southwestern Iran. PhD. thesis, University of Pretoria, South Africa
Zurück zum Zitat Krau F, Giese R, Alexandrakis C, Buske S (2014) Seismic travel-time and attenuation tomography to characterize the excavation damaged zone and the surrounding rock mass of a newly excavated ramp and chamber. Int J Rock Mech Min Sci 70:524–532CrossRef Krau F, Giese R, Alexandrakis C, Buske S (2014) Seismic travel-time and attenuation tomography to characterize the excavation damaged zone and the surrounding rock mass of a newly excavated ramp and chamber. Int J Rock Mech Min Sci 70:524–532CrossRef
Zurück zum Zitat Larson VE, Golaz J, Cotton W (2002) Small-scale and mesoscale variability in cloudy boundary layers: joint probability density functions. J Atmos Sci 59:3519–3539CrossRef Larson VE, Golaz J, Cotton W (2002) Small-scale and mesoscale variability in cloudy boundary layers: joint probability density functions. J Atmos Sci 59:3519–3539CrossRef
Zurück zum Zitat Leucci G, Giorgi LD (2015) 2D and 3D seismic measurements to evaluate the collapse risk of an important prehistoric cave in soft carbonate rock. Open Geosci 7:84–94 Leucci G, Giorgi LD (2015) 2D and 3D seismic measurements to evaluate the collapse risk of an important prehistoric cave in soft carbonate rock. Open Geosci 7:84–94
Zurück zum Zitat Lewellen WS, Yoh S (1993) Binormal model of ensemble partial cloudiness. J Atmos Sci 50:1228–1237CrossRef Lewellen WS, Yoh S (1993) Binormal model of ensemble partial cloudiness. J Atmos Sci 50:1228–1237CrossRef
Zurück zum Zitat McDowell PW (1993) Seismic investigation for rock engineering. In: Hudson JA (ed) Comprehensive Rock Engineering, vol 3. Rock Testing and Site Characterization. Pergamon Press, Oxford, pp 619–634 McDowell PW (1993) Seismic investigation for rock engineering. In: Hudson JA (ed) Comprehensive Rock Engineering, vol 3. Rock Testing and Site Characterization. Pergamon Press, Oxford, pp 619–634
Zurück zum Zitat Ross TJ (1995) Fuzzy logic with engineering applications. McGraw-Hill, New York, p 600 Ross TJ (1995) Fuzzy logic with engineering applications. McGraw-Hill, New York, p 600
Zurück zum Zitat Zadeh LA (1984) Making computer think like people. IEEE Spectr 8:26–32CrossRef Zadeh LA (1984) Making computer think like people. IEEE Spectr 8:26–32CrossRef
Zurück zum Zitat Zafirovski Z, Peševsk I, Papić J (2012) Methodology for extrapolation of rock mass deformability parameters in tunneling FACTA UNIVERSITATIS Series: architecture and Civil. Engineering 10(3):235–244 Zafirovski Z, Peševsk I, Papić J (2012) Methodology for extrapolation of rock mass deformability parameters in tunneling FACTA UNIVERSITATIS Series: architecture and Civil. Engineering 10(3):235–244
Metadaten
Titel
Classification of Limestone Rock Masses Using Laboratory and Field P-wave Velocity by ArcGIS Fuzzy Overlay (AFO) (Case Study: Five Dam Sites in Zagros Mountains, Western Iran)
verfasst von
Mehdi Kianpour
Seyed Mahmoud Fatemi Aghda
Mehdi Talkhablou
Publikationsdatum
11.09.2019
Verlag
Springer International Publishing
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 1/2020
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-019-01052-3

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