{"id":98,"date":"2024-12-10T22:06:28","date_gmt":"2024-12-10T22:06:28","guid":{"rendered":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/chapter\/1-12-references\/"},"modified":"2026-03-16T13:53:40","modified_gmt":"2026-03-16T13:53:40","slug":"1-12-references","status":"publish","type":"chapter","link":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/chapter\/1-12-references\/","title":{"raw":"1.12 References","rendered":"1.12 References"},"content":{"raw":"
    \n \t
  1. Australian Standard AS1289.6.2.1. Methods of testing soils for engineering purposes. Method 6.2.1: Soil strength and consolidation tests-Determination of the shear strength of a soil-Field test using a vane.<\/li>\n \t
  2. Australian Standard AS1289.6.3.1. Methods of testing soils for engineering purposes. Method 6.3.1: Soil strength and consolidation tests-Determination of the penetration resistance of a soil - Standard Penetration test (SPT).<\/li>\n \t
  3. Australian Standard AS1289.6.5.1. Methods of testing soils for engineering purposes. Method 6.5.1: Soil strength and consolidation tests-Determination of the static cone penetration resistance of a soil-Field test using a mechanical and electrical cone or friction-cone penetrometer.<\/li>\n \t
  4. Australian Standard AS1726. Geotechnical site investigations.<\/li>\n \t
  5. ASTM D6635. Standard test method for performing the Flat Plate Dilatometer. ASTM International.<\/li>\n \t
  6. Chandler, RJ (1988) The in-situ measurement of the undrained shear strength of clays using the field vane. Vane Shear Strength Testing in Soils: Field and Lab Studies. STP 1014, ASTM, West Conshohocken, PA, 13-44.<\/li>\n \t
  7. Day RW (1999). Geotechnical and foundation engineering: Design and construction. McGraw-Hill, NY.<\/li>\n \t
  8. Davis JL and Annan AP (1989). Ground-penetrating radar for high-resolution mapping of soil and rock stratigraphy. Geophys. Prosp., Vol. 37, pp 531-551.<\/li>\n \t
  9. da Fonseca AV and Pineda J (2017) Getting high-quality samples in \u201csensitive\u201d soils for advanced laboratory tests. Innov. Infrastruct. Solut. 2:34<\/li>\n \t
  10. Federal Highway Administration FHWA (2002). Subsurface Investigations. Geotechnical Site Characterization, Publication No. FHWA NHI-01-031, US Department of Transportation, May 2002.<\/li>\n \t
  11. Federal Highway Administration FHWA (2006). Soils and Foundations. Reference Manual. Vols I & II, Publication No. FHWA NHI-06-088 and FHWA NHI-06-089, US Department of Transportation, December 2006.<\/li>\n \t
  12. Glossop R (1968). The rise of geotechnology and its influence on engineering practice. G\u00e9otechnique, Vol. 18(2), pp 107-150.<\/li>\n \t
  13. Gunaratne M (ed.) (2006). The foundation engineering handbook. Taylor and Francis Group.<\/li>\n \t
  14. Hatanaka M and Uchida A (1996) Empirical correlation between penetration resistance and effective friction of sandy soil. Soils and Foundations, Vol. 36(4), pp 1-9.<\/li>\n \t
  15. Jamiolkowski M, Lo Presti CDF and Manassero M (2001). Evaluation of relative density and shear strength of sands from CPT and DMT. Soil Behavior and Soft Ground Construction. ASCE Geotechnical Special Publication GSP 119;201-229<\/li>\n \t
  16. Kelly RB, Bates L and Pineda J (2012) Comparisons of DMT with in situ and laboratory tests in soft estuarine clay. Proc 3rd Int Conf on the Flat Dilatometer, Rome.<\/li>\n \t
  17. Kouretzis G, Sheng D and Wang D (2014). Numerical simulation of cone penetration testing using a new critical state constitutive model for sand. Computers and Geotechnics, Vol. 56, pp 50-60.<\/li>\n \t
  18. Kouretzis G, Ansari Y, Pineda J, Kelly R and Sheng D (2015) Numerical evaluation of clay disturbance during blade penetration in the flat dilatometer test. G\u00e9otechnique Letters 5(3), 91-95.<\/li>\n \t
  19. Kouretzis G, Pineda J, Krabbenhoft K and Wilson L (2017) Interpretation of vane shear tests for geotechnical stability calculations. Canadian Geotechnical Journal 54(12), 1775-1780.<\/li>\n \t
  20. Kulhawy FH and Mayne PH (1990). Manual on estimating soil properties for foundation design. Report EL-6800 Electric Power Research Institute, ERPI, August 1990.<\/li>\n \t
  21. Lacasse S and Lunne T (1998) Calibration of dilatometer correlations. Proc Int Symp on Penetration Testing ISOPT-1, Orlando FL 1, pp 359-548<\/li>\n \t
  22. Marchetti S (1980) Insitu tests by flat dilatometer. ASCE J Geotech Engng Div 106(3) 299-321.<\/li>\n \t
  23. Marchetti S, Monaco P, Totani G and Calabrese M (2001) The Flat Dilatometer Test (DMT) in soil investigations. A report by the ISSMGE Committee TC16 Proc. DMT 2006, Washington DC<\/li>\n \t
  24. Mayne PW (2006). Cone Penetration Testing. A synthesis of highway practice. National Cooperative Highway Research Program NCHRP 368, Transportation Research Board.<\/li>\n \t
  25. Mayne PW and Peuchen J (2022). Undrained shear strength of clays from piezocone tests: A database approach. Conne Penetration Testing 2022, CRC Press.<\/li>\n \t
  26. Mitchell JK (1976). Fundamentals of soil behaviour. John Wiley & Sons, Inc.<\/li>\n \t
  27. Powell JJM and Uglow IM (1988) The interpretation of Marchetti dilatometer tests in UK clays. Proc ICE Penetration testing in the UK, Birmingham, pp 269-273<\/li>\n \t
  28. Reese LC, Isenhower WM, and Wang ST (2006). Analysis and design of shallow and deep foundations. John Wiley & Sons, Inc.<\/li>\n \t
  29. Reynolds MJ (2011). An introduction to applied and environmental geophysics. 2nd edition. John Wiley & Sons, Inc.<\/li>\n \t
  30. Robertson PK and Kabal K (2022). Guide to Cone Penetration Testing. 7th Edition. Gregg Drilling & Testing Inc.<\/li>\n \t
  31. Samouelian A, Cousin I, Tabbagh A, Bruand A and Richard G (2005) Electrical resistivity survey in soil science: a review. Soil and Tillage Research 83(2) 173-193<\/li>\n \t
  32. Stroud MA (1974). The standard penetration test in insensitive clays and soft rock. In: Proceedings, 1st European Symposium on Penetration Testing, Stockholm, Sweden, Vol. 2(2), pp 367-375.<\/li>\n \t
  33. Terzaghi K, Peck RB and Mesri G (1996). Soil mechanics in engineering practice. 3rd edition. John Wiley & Sons, Inc.<\/li>\n \t
  34. Zhang M, Wang C, Kouretzis G and Luan L (2023) Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution. Computers and Geotechnics 160, 105521<\/li>\n<\/ol>","rendered":"
      \n
    1. Australian Standard AS1289.6.2.1. Methods of testing soils for engineering purposes. Method 6.2.1: Soil strength and consolidation tests-Determination of the shear strength of a soil-Field test using a vane.<\/li>\n
    2. Australian Standard AS1289.6.3.1. Methods of testing soils for engineering purposes. Method 6.3.1: Soil strength and consolidation tests-Determination of the penetration resistance of a soil – Standard Penetration test (SPT).<\/li>\n
    3. Australian Standard AS1289.6.5.1. Methods of testing soils for engineering purposes. Method 6.5.1: Soil strength and consolidation tests-Determination of the static cone penetration resistance of a soil-Field test using a mechanical and electrical cone or friction-cone penetrometer.<\/li>\n
    4. Australian Standard AS1726. Geotechnical site investigations.<\/li>\n
    5. ASTM D6635. Standard test method for performing the Flat Plate Dilatometer. ASTM International.<\/li>\n
    6. Chandler, RJ (1988) The in-situ measurement of the undrained shear strength of clays using the field vane. Vane Shear Strength Testing in Soils: Field and Lab Studies. STP 1014, ASTM, West Conshohocken, PA, 13-44.<\/li>\n
    7. Day RW (1999). Geotechnical and foundation engineering: Design and construction. McGraw-Hill, NY.<\/li>\n
    8. Davis JL and Annan AP (1989). Ground-penetrating radar for high-resolution mapping of soil and rock stratigraphy. Geophys. Prosp., Vol. 37, pp 531-551.<\/li>\n
    9. da Fonseca AV and Pineda J (2017) Getting high-quality samples in \u201csensitive\u201d soils for advanced laboratory tests. Innov. Infrastruct. Solut. 2:34<\/li>\n
    10. Federal Highway Administration FHWA (2002). Subsurface Investigations. Geotechnical Site Characterization, Publication No. FHWA NHI-01-031, US Department of Transportation, May 2002.<\/li>\n
    11. Federal Highway Administration FHWA (2006). Soils and Foundations. Reference Manual. Vols I & II, Publication No. FHWA NHI-06-088 and FHWA NHI-06-089, US Department of Transportation, December 2006.<\/li>\n
    12. Glossop R (1968). The rise of geotechnology and its influence on engineering practice. G\u00e9otechnique, Vol. 18(2), pp 107-150.<\/li>\n
    13. Gunaratne M (ed.) (2006). The foundation engineering handbook. Taylor and Francis Group.<\/li>\n
    14. Hatanaka M and Uchida A (1996) Empirical correlation between penetration resistance and effective friction of sandy soil. Soils and Foundations, Vol. 36(4), pp 1-9.<\/li>\n
    15. Jamiolkowski M, Lo Presti CDF and Manassero M (2001). Evaluation of relative density and shear strength of sands from CPT and DMT. Soil Behavior and Soft Ground Construction. ASCE Geotechnical Special Publication GSP 119;201-229<\/li>\n
    16. Kelly RB, Bates L and Pineda J (2012) Comparisons of DMT with in situ and laboratory tests in soft estuarine clay. Proc 3rd Int Conf on the Flat Dilatometer, Rome.<\/li>\n
    17. Kouretzis G, Sheng D and Wang D (2014). Numerical simulation of cone penetration testing using a new critical state constitutive model for sand. Computers and Geotechnics, Vol. 56, pp 50-60.<\/li>\n
    18. Kouretzis G, Ansari Y, Pineda J, Kelly R and Sheng D (2015) Numerical evaluation of clay disturbance during blade penetration in the flat dilatometer test. G\u00e9otechnique Letters 5(3), 91-95.<\/li>\n
    19. Kouretzis G, Pineda J, Krabbenhoft K and Wilson L (2017) Interpretation of vane shear tests for geotechnical stability calculations. Canadian Geotechnical Journal 54(12), 1775-1780.<\/li>\n
    20. Kulhawy FH and Mayne PH (1990). Manual on estimating soil properties for foundation design. Report EL-6800 Electric Power Research Institute, ERPI, August 1990.<\/li>\n
    21. Lacasse S and Lunne T (1998) Calibration of dilatometer correlations. Proc Int Symp on Penetration Testing ISOPT-1, Orlando FL 1, pp 359-548<\/li>\n
    22. Marchetti S (1980) Insitu tests by flat dilatometer. ASCE J Geotech Engng Div 106(3) 299-321.<\/li>\n
    23. Marchetti S, Monaco P, Totani G and Calabrese M (2001) The Flat Dilatometer Test (DMT) in soil investigations. A report by the ISSMGE Committee TC16 Proc. DMT 2006, Washington DC<\/li>\n
    24. Mayne PW (2006). Cone Penetration Testing. A synthesis of highway practice. National Cooperative Highway Research Program NCHRP 368, Transportation Research Board.<\/li>\n
    25. Mayne PW and Peuchen J (2022). Undrained shear strength of clays from piezocone tests: A database approach. Conne Penetration Testing 2022, CRC Press.<\/li>\n
    26. Mitchell JK (1976). Fundamentals of soil behaviour. John Wiley & Sons, Inc.<\/li>\n
    27. Powell JJM and Uglow IM (1988) The interpretation of Marchetti dilatometer tests in UK clays. Proc ICE Penetration testing in the UK, Birmingham, pp 269-273<\/li>\n
    28. Reese LC, Isenhower WM, and Wang ST (2006). Analysis and design of shallow and deep foundations. John Wiley & Sons, Inc.<\/li>\n
    29. Reynolds MJ (2011). An introduction to applied and environmental geophysics. 2nd edition. John Wiley & Sons, Inc.<\/li>\n
    30. Robertson PK and Kabal K (2022). Guide to Cone Penetration Testing. 7th Edition. Gregg Drilling & Testing Inc.<\/li>\n
    31. Samouelian A, Cousin I, Tabbagh A, Bruand A and Richard G (2005) Electrical resistivity survey in soil science: a review. Soil and Tillage Research 83(2) 173-193<\/li>\n
    32. Stroud MA (1974). The standard penetration test in insensitive clays and soft rock. In: Proceedings, 1st European Symposium on Penetration Testing, Stockholm, Sweden, Vol. 2(2), pp 367-375.<\/li>\n
    33. Terzaghi K, Peck RB and Mesri G (1996). Soil mechanics in engineering practice. 3rd edition. John Wiley & Sons, Inc.<\/li>\n
    34. Zhang M, Wang C, Kouretzis G and Luan L (2023) Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution. Computers and Geotechnics 160, 105521<\/li>\n<\/ol>\n","protected":false},"author":1,"menu_order":13,"template":"","meta":{"pb_show_title":"","pb_short_title":"1.12 References","pb_subtitle":"","pb_authors":[],"pb_section_license":""},"chapter-type":[],"contributor":[],"license":[],"class_list":["post-98","chapter","type-chapter","status-publish","hentry"],"part":24,"_links":{"self":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapters\/98","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapters"}],"about":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/wp\/v2\/types\/chapter"}],"author":[{"embeddable":true,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/wp\/v2\/users\/1"}],"version-history":[{"count":1,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapters\/98\/revisions"}],"predecessor-version":[{"id":99,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapters\/98\/revisions\/99"}],"part":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/parts\/24"}],"metadata":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapters\/98\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/wp\/v2\/media?parent=98"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapter-type?post=98"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/wp\/v2\/contributor?post=98"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/wp\/v2\/license?post=98"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}