{"id":416,"date":"2025-02-26T03:44:34","date_gmt":"2025-02-26T03:44:34","guid":{"rendered":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/chapter\/5-9-references\/"},"modified":"2026-03-16T14:05:55","modified_gmt":"2026-03-16T14:05:55","slug":"5-9-references","status":"publish","type":"chapter","link":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/chapter\/5-9-references\/","title":{"raw":"5.9 References","rendered":"5.9 References"},"content":{"raw":"<ol>\n \t<li>American Association of State Highway and Transportation Officials (2012). AASHTO LRFD Bridge Design Specifications.<\/li>\n \t<li>Australian Standard AS5100.3. Bridge design-Foundations and soil supporting structures.<\/li>\n \t<li>Australian\/New Zealand Standard AS1170.1. Structural design actions. Part 1: Permanent, imposed and other actions.<\/li>\n \t<li>Australian\/New Zealand Standard AS1170.0. Structural design actions. Part 0: General principles.<\/li>\n \t<li>Australian Standard AS5100.2. Bridge design-Design loads.<\/li>\n \t<li>Bishop AW and Eldin G (1950) Undrained triaxial tests on saturated sands and their significance in the general theory of shear strength. G\u00e9otechnique 2, 13-32<\/li>\n \t<li>EC7 Eurocode 7: Geotechnical Design \u2013 Part 1: General Rules<\/li>\n \t<li>Budhu M (2011). Soil mechanics and foundations. 3rd edition. John Wiley &amp; Sons, Inc.<\/li>\n \t<li>Chen WF (2012) Limit analysis and soil plasticity. Elsevier Scientific Publishing Company<\/li>\n \t<li>Craig RF and Knappett JA (2012) Craig\u2019s soil mechanics. 8th edition. Taylor &amp; Francis.<\/li>\n \t<li>Davis EH (1968) Theories of plasticity and the failure of soil masses. In: Lee, IK (edt) Soil Mechanics: Selected Topics, 341-380, Butterworth, London.<\/li>\n \t<li>Eslaamizaad S and Robertson PK (1996) Cone penetration test to evaluate bearing capacity of foundations in sands. In: Proc, 50th Canadian Geotechnical Conference, Ottawa, BiTech Publishers, 2, 755-764<\/li>\n \t<li>Gaone FM, Gourvenec S and Doherty JP (2018) Large-scale shallow foundation load tests on soft clay \u2013 At the National Field Testing Facility (NFTF), Ballina, NSW, Australia. Computers and Geotechnics 93, 253-268.<\/li>\n \t<li>Hanna AM (1981) Foundations on strong sand overlying weak sand. J Geotech Eng, 107(7), 915-927<\/li>\n \t<li>Meyerhoff, G.G. (1963). Some recent research on the bearing capacity of shallow foundations. Canadian Geotechnical Journal, Vol. 1(1), pp 16-26.<\/li>\n \t<li>Salgado R (2008) The engineering of foundations, McGraw-Hill New York<\/li>\n \t<li>Salimi Eshkevari S, Abbo AJ and Kouretzis G (2019a) Bearing capacity of strip footings on sand over clay. Canadian Geotechnical Journal 56(5), 699-709.<\/li>\n \t<li>Salimi Eshkevari S, Abbo AJ and Kouretzis G (2019b) Bearing capacity of strip footings on layered sands. Computers and Geotechnics 114, 103101.<\/li>\n \t<li>Tomlinson MJ and Boorman R (1995). Foundation design and construction. Longman Scientific and Technical, Brunthill, Harlow, England.<\/li>\n \t<li>Wu J, Kouretzis G and Suwal L (2021). Bearing capacity mechanisms for pipes buried in sand. Canadian Geotechnical Journal 58, 834-847<\/li>\n<\/ol>","rendered":"<ol>\n<li>American Association of State Highway and Transportation Officials (2012). AASHTO LRFD Bridge Design Specifications.<\/li>\n<li>Australian Standard AS5100.3. Bridge design-Foundations and soil supporting structures.<\/li>\n<li>Australian\/New Zealand Standard AS1170.1. Structural design actions. Part 1: Permanent, imposed and other actions.<\/li>\n<li>Australian\/New Zealand Standard AS1170.0. Structural design actions. Part 0: General principles.<\/li>\n<li>Australian Standard AS5100.2. Bridge design-Design loads.<\/li>\n<li>Bishop AW and Eldin G (1950) Undrained triaxial tests on saturated sands and their significance in the general theory of shear strength. G\u00e9otechnique 2, 13-32<\/li>\n<li>EC7 Eurocode 7: Geotechnical Design \u2013 Part 1: General Rules<\/li>\n<li>Budhu M (2011). Soil mechanics and foundations. 3rd edition. John Wiley &amp; Sons, Inc.<\/li>\n<li>Chen WF (2012) Limit analysis and soil plasticity. Elsevier Scientific Publishing Company<\/li>\n<li>Craig RF and Knappett JA (2012) Craig\u2019s soil mechanics. 8th edition. Taylor &amp; Francis.<\/li>\n<li>Davis EH (1968) Theories of plasticity and the failure of soil masses. In: Lee, IK (edt) Soil Mechanics: Selected Topics, 341-380, Butterworth, London.<\/li>\n<li>Eslaamizaad S and Robertson PK (1996) Cone penetration test to evaluate bearing capacity of foundations in sands. In: Proc, 50th Canadian Geotechnical Conference, Ottawa, BiTech Publishers, 2, 755-764<\/li>\n<li>Gaone FM, Gourvenec S and Doherty JP (2018) Large-scale shallow foundation load tests on soft clay \u2013 At the National Field Testing Facility (NFTF), Ballina, NSW, Australia. Computers and Geotechnics 93, 253-268.<\/li>\n<li>Hanna AM (1981) Foundations on strong sand overlying weak sand. J Geotech Eng, 107(7), 915-927<\/li>\n<li>Meyerhoff, G.G. (1963). Some recent research on the bearing capacity of shallow foundations. Canadian Geotechnical Journal, Vol. 1(1), pp 16-26.<\/li>\n<li>Salgado R (2008) The engineering of foundations, McGraw-Hill New York<\/li>\n<li>Salimi Eshkevari S, Abbo AJ and Kouretzis G (2019a) Bearing capacity of strip footings on sand over clay. Canadian Geotechnical Journal 56(5), 699-709.<\/li>\n<li>Salimi Eshkevari S, Abbo AJ and Kouretzis G (2019b) Bearing capacity of strip footings on layered sands. Computers and Geotechnics 114, 103101.<\/li>\n<li>Tomlinson MJ and Boorman R (1995). Foundation design and construction. Longman Scientific and Technical, Brunthill, Harlow, England.<\/li>\n<li>Wu J, Kouretzis G and Suwal L (2021). Bearing capacity mechanisms for pipes buried in sand. Canadian Geotechnical Journal 58, 834-847<\/li>\n<\/ol>\n","protected":false},"author":1,"menu_order":16,"template":"","meta":{"pb_show_title":"","pb_short_title":"5.9 References","pb_subtitle":"","pb_authors":[],"pb_section_license":""},"chapter-type":[],"contributor":[],"license":[],"class_list":["post-416","chapter","type-chapter","status-publish","hentry"],"part":325,"_links":{"self":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapters\/416","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\/416\/revisions"}],"predecessor-version":[{"id":417,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapters\/416\/revisions\/417"}],"part":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/parts\/325"}],"metadata":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapters\/416\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/wp\/v2\/media?parent=416"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/pressbooks\/v2\/chapter-type?post=416"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/wp\/v2\/contributor?post=416"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/libraryresources.nse.org.ng\/fundamentalsoffoundationengineering\/wp-json\/wp\/v2\/license?post=416"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}