Skip to main content
Log in

Evaluation of andesite source as armourstone for a rubble mound breakwater (Hisarönü, Turkey)

  • Original Article
  • Published:
Environmental Earth Sciences Aims and scope Submit manuscript

Abstract

Black Sea coast line is a hazardous region especially in winter due to the dominant wave action. Therefore, rubble mound breakwaters protected with armourstone used as ship shelters are vital structures especially for the fishermen. The deterioration of the armourstone with time in the form of abrasion and disintegration may result in the failure of the breakwater. In this study, the properties of the armourstone taken from an andesite quarry and used in the Hisarönü rubble mound breakwater were studied both in field and laboratory in order to assess their qualities and long-term durabilities. Based on the in situ observations and laboratory tests, the andesite is found to be generally marginal rock. CIRIA/CUR, RDIs, RERS and Wet-Dry strength ratio classifications are in good agreement with the in situ observations and the results of the laboratory tests. However, RDId, Average Pore Diameter and Saturation Coefficient classifications cannot correctly predict long-term durability of the armourstone. Field studies reveal that block size of the andesite in the quarry increases with depth due to the increase in spacing of the cooling joints of the rock.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

References

  • AFNOR (1980) Essai au bleu de methylene. 18-592. AFNOR 80181. Paris La Defence

  • Anon (1975) Testing porous building stone, stone handbook. Archit J 13:337–339

    Google Scholar 

  • Anon (1977) The description of rock masses for engineering purposes. Q J Eng Geol 10:355–389

    Google Scholar 

  • Anon (1979) Classification of rocks and soils for engineering geological mapping. Part 1: Rock and soil materials. Bull Int Assoc Eng Geol 19:364–371

  • ASTM (1989) Standard test method for resistance to degradation of large-size coarse aggregate by abrasion and impact in the Los Angeles Machine, C535. Annual book of ASTM standards. American Society for Testing and Materials, pp 285–287

  • ASTM (1990) Standard test method for soundness of aggregates by the use of sodium sulphate or magnesium sulphate, C88. Annual book of ASTM standards. American Society for Testing and Materials, pp 37–41

  • ASTM (1992) Standard test method for evaluation of durability of rock for erosion control under wetting and drying conditions. Annual book of ASTM standards. American Society for Testing and Materials. D5313, pp 1347–1348

  • BRE (1983) The selection of natural building stone. Building Research Establishment, Digest 290, 8 p

  • BSI (1975) Testing aggregates-Methods for determining the physical properties, BS 812: Part 2. British Standards Institution, London

  • BSI (1990a) Testing aggregates: methods for determination of aggregate impact value, part 112. Code no. BS812. British Standards Institution, London

    Google Scholar 

  • BSI (1990b) Testing aggregates: methods for determination of modified aggregate impact value, part 112. Code no. BS812. British Standards Institution, London

    Google Scholar 

  • BSI (1990c) Testing aggregates: method for determination of aggregate crushing value, part 110. Code no. BS812. British Standards Institution, London

    Google Scholar 

  • BSI (1990d) Testing aggregates: methods for determination of ten percent fines value (TFV), part 111. Code no. BS812. British Standards Institution, London

    Google Scholar 

  • CIRIA/CUR (1991) Manual on the use of rock in coastal and shoreline engineering. Construction Industry Research and Information Association, CIRIA Special Publication 83/CUR Report 154

  • CIRIA/CUR/CETMEF (2007) The Rock Manual. The use of rock in hydraulic engineering 2nd edition C683. CIRIA, London

    Google Scholar 

  • Clark AR (1988) The use of Portland stone rock armour in coastal protection and sea defence works. Q J Eng Geol 21:13–136

    Google Scholar 

  • Clark AR, Palmer JS (1991) The problem of quality control and selection of armourstone. Q J Eng Geol 24:119–122

    Article  Google Scholar 

  • Dibb TE, Hughes DW, Poole AB (1983) The identification of critical factors affecting rock durability in marine environments. Q J Eng Geol 16:149–161

    Article  Google Scholar 

  • DIPS 5.0 (1999) DIPS-computer program for graphical and statistical analysis of orientation data. Rocscience Inc., Canada

  • DLH (2002) Balikci barinagi yerlesim planlari, DLH 3. Bölge Müdürlügü, Bartın

    Google Scholar 

  • EN 13383-1 (2002) Aröourstone-Part 1: Specification, European Standard, Brussels

  • EN 13383-2 (2002) Armourstone-Part 2: Test methods, European Standard, Brussels

  • Erickson RL (1993) Evaluation of limestone and dolomite armor stone durability from observations in the Great Lakes regions. Rock for Erosion Control, pp 88–93

  • Ertas B, Topal T (2006) Comparison between site performance and index properties of the armourstone in two harbours. In: Proceedings of the 10th international congress IAEG 2006 engineering geology for tomorrow’s cities, Nottingham, Paper No: 326, 7 p

  • Ertas B, Topal T (2008) Quality and durability assessments of the armourstones for two rubble mound breakwaters (Mersin, Turkey). Environ Geol 53(6):1235–1247

    Article  Google Scholar 

  • Fookes PG, Poole AB (1981) Some preliminary considerations on the selection and durability of rock and concrete materials for breakwaters and coastal protection works. Q J Eng Geol 14:97–128

    Article  Google Scholar 

  • Fookes PG, Gourley CS, Ohikere C (1988) Rock weathering in engineering time. Q J Eng Geol 21:33–57

    Article  Google Scholar 

  • Goehring L, Morris SW, Lin Z (2006) An experimental investigation of the scaling of columnar joints. Physical Review E 74(3), 036115, 1–13

    Google Scholar 

  • Grim RE (1968) Clay mineralogy, 2nd edn. McGraw Hill, New York, 596 p

    Google Scholar 

  • Grossenbacher KA, McDuffie SM (1995) Conductive cooling of lava: columnar joint diameter and stria width as functions of cooling rate and thermal gradient. J Volcanol Geoth Res 69:95–103

    Article  Google Scholar 

  • Hosking JR, Tubey W (1969) Research on low-grade and unsound aggregates. Road Research Laboratory Report, LR 293, Crowthone

  • ISRM (1981) Rock characterization, testing and monitoring. In: Brown ET (ed) International society for rock mechanics suggested methods. Pergamon Press, Oxford

    Google Scholar 

  • ISRM (1985) Suggested method for point load strength. Int J Rock Mech Miner Sci Geotech Abstr 22:51–60

    Article  Google Scholar 

  • Jackson ML (1975) Soil chemical analysis-advanced course, 2e. Midison Wis., 53705, 895 p

  • Larsen TD, Cady PD (1969) Identification of frost susceptible particles in concrete aggregates, National Cooperative Research Program, Report 66. Highway Research Board, Washington, DC, 62 p

  • Latham JP (1991) Degradation model for rock armour in coastal engineering. Q J Eng Geol 24:101–118

    Article  Google Scholar 

  • Latham JP (1998) Assessment and specification of armourstone quality from CIRIA/CUR (1991) to CEN (2000) Advances in aggregates and armourstone evaluation. The Geological Society, Engineering Geology Special Publication No. 13, pp 65–85

  • Latham JP, Lienhart D, Dupray S (2006a) Rock quality, durability and service life prediction of armourstone. Eng Geol 87:122–140

    Article  Google Scholar 

  • Latham JP, Mulen JV, Dupray S (2006b) The specification of armourstone gradings and EN 13383 (2002). Q J Eng Geol Hydrogeol 39:51–64

    Article  Google Scholar 

  • Lienhart DA (1994) Durability issues in the production of rock for erosion control. In: Proceedings of the 1st north american rock mechanics symposium on rock mechanics, models, and measurements, challenges from industry, Balkema, Rotterdam, pp 1083–1090

  • Lienhart DA (1998) Rock engineering rating system for assessing the suitability of armourstone sources. In: Latham JP (ed) Advances in aggregates and armourstone evaluation. The Geological Society, Engineering Geology Special Publication, No. 13, pp 91–106

  • Lienhart DA (2003) A systems approach to evaluation of riprap and armor stone sources. Environ Eng Geosci 9:131–149

    Article  Google Scholar 

  • Lienhart DA, Stransky TE (1981) Evaluation of the potential sources of rip-rap and armourstone-methods and considerations. Bull Assoc Eng Geol 18:323–332

    Google Scholar 

  • Lutton RJ, Erickson RL (1992) Problems with armor-stone quality on Lakes Michigan, Huron, and Erie. Durability of Stone for Rubble Mound Breakwaters, pp 115–136

  • Magoon OT, Baird WF (1992) Durability of armor stone for rubble mound structures. Durability of Stone for Rubble Mound Breakwaters, pp 3–4

  • Mather RP (1985) Rock for breakwater construction in western Australia-its availability and influence on design. Eng Geol 22:35–44

    Article  Google Scholar 

  • Orhan M, Isik NS, Topal T, Ozer M (2006) Effect of weathering on the geomechanical properties of andesite, Ankara, Turkey. Environ Geol 50(1):85–100

    Article  Google Scholar 

  • Ozhan E, Abdalla S (2002) Wind and deep water wave atlas for Turkish coast, 445 p (in Turkish)

  • Poole AB (1991) Rock quality in coastal engineering. Q J Eng Geol 24:85–90

    Article  Google Scholar 

  • Priest SD (1993) Discontinuity analysis for rock engineering. Chapman & Hall, London

    Google Scholar 

  • RILEM (1980) Recommended tests to measure the deterioration of stone and to assess the effectiveness of treatment methods. Commission 25-PEM. Mater Struct 13:175–253

    Google Scholar 

  • Saliba R, Jagla EA (2003) Analysis of columnar joint patterns from three-dimensional stress modeling. J Geophys Res 108:B.10, 2476, 1–7

    Google Scholar 

  • Schaffer RJ (1972) The weathering of natural building stones. Department of Scientific and Industrial Researches, Special Report No. 18

  • Smith MR (1999) Stone: building stone, rock fill and armourstone in construction. The Geological Society, Engineering Geology Special Publication No. 16

  • Stank KR, Knox JW (1992) Service records of Chicago district breakwater stone and how these relate to test results. Durability of Stone for Rubble Mound Breakwaters, pp 95–114

  • Thomas RS (1998) The outlook for rock armour and beach recharge. In: Latham J-P (ed) Advances in aggregates and armourstone evaluation, Engineering Geology Special Publication No. 13. Geological Society, London, pp 59–63

  • Topal T, Acir O (2004) Quality assessment of armourstone for a rouble mound breakwater (Sinop-Turkey). Environ Geol 46(6–7):905–913

    Article  Google Scholar 

  • Topal T, Doyuran V (1998) Analyses of deterioration of the Cappadocian tuff, Turkey. Environ Geol 34(1):5–20

    Article  Google Scholar 

  • Topal T, Sözmen B (2003) Deterioration mechanisms of tuffs in the Midas monument. Eng Geol 68(3–4):201–223

    Article  Google Scholar 

  • Topal T, Ertas B, Akin M (2007) Assessment of durability criteria of the armourstone used in Mersin and Kumkuyu harbours based on their site performances. Tubitak Project No: 104Y178, 119 p (in Turkish)

  • Toramaru A, Matsumoto T (2004) Columnar joint morphology and cooling rate: a starch-water mixture experiment. J Geophys Res 109:B02205, 1–10

    Google Scholar 

  • TS EN1097-1 (2002) Agregaların mekanik ve fiziksel özellikleri için deneyler-Bölüm 1: Aşınmaya Karşı Direncin Tayini (Mikro-Deval). Türk Standartları Enstitüsü, Ankara

  • TS2513 (1977) Natural building stones. Turkish Standards Institute, Ankara (in Turkish), 6 p

  • TS 699 (1987) Methods of testing for natural building stones. Turkish Standards Institute, Ankara (in Turkish)

  • Winkler EM (1986) A durability index for stone. Bull Assoc Eng Geol 30:99–101

    Google Scholar 

  • Winkler EM (1993) Discussion and reply on “The durability of sandstone as a building stone, especially in urban environments. Bull Assoc Eng Geol 30:99–101

    Google Scholar 

  • Yergök AF, Iplikci E, Karabalık NN, Keskin I, Mengi H, Umut M, Armagan F, Erdogan K, Kaymakcı H, Cetinkaya A (1987) Batı Karadeniz Bölgesinin Jeolojisi (I). MTA Rap. No. 8273

Download references

Acknowledgments

DLH third region director Necmi ÜNLÜ is gratefully acknowledged for his support and cooperation during this study. The authors would like to express their thanks to the anonymous reviewers of this journal for their constructive comments and suggestions on the manuscript.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Tamer Topal.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Ozden, U.A., Topal, T. Evaluation of andesite source as armourstone for a rubble mound breakwater (Hisarönü, Turkey). Environ Earth Sci 59, 39–49 (2009). https://doi.org/10.1007/s12665-009-0002-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12665-009-0002-z

Keywords

Navigation