{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,11,8]],"date-time":"2025-11-08T17:36:54Z","timestamp":1762623414438,"version":"3.37.3"},"reference-count":16,"publisher":"Geological Society of London","issue":"2","license":[{"start":{"date-parts":[[2012,5,1]],"date-time":"2012-05-01T00:00:00Z","timestamp":1335830400000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-002"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["QJEGH"],"published-print":{"date-parts":[[2012,5]]},"abstract":"<jats:p>\n            The pavement recycling technique is a way to effectively repair damaged pavements. In this study, statistical analysis shows that the field strength is significantly lower than the laboratory strength. The mixing process used in the pavement recycling technique does not significantly affect the field strength reduction, as indicated by the small variation of the field hand-compacted strength (\n            <jats:italic>q<\/jats:italic>\n            <jats:sub>ufh<\/jats:sub>\n            ) and the laboratory strength (\n            <jats:italic>q<\/jats:italic>\n            <jats:sub>u1<\/jats:sub>\n            ). The curing conditions do significantly control the field strength development. A factor of safety of 2.0 is recommended for design. The strength development mainly depends on the soil-water\/cement ratio (\n            <jats:italic>w<\/jats:italic>\n            \/\n            <jats:italic>C<\/jats:italic>\n            ) and curing time regardless of the level of compaction energy. A general strength development model as a function of\n            <jats:italic>w<\/jats:italic>\n            \/\n            <jats:italic>C<\/jats:italic>\n            and curing time is introduced. Only two laboratory strength data from the specimens cured at two different curing times are required in the proposed model. A high accuracy of the strength prediction is reported. This proposed model is a very powerful tool that determines the strength development of cement-stabilized coarse-grained soil after 7 days of curing. It can also be used to determine the correct quantity of cement to be stabilized for different field mixing water contents, compaction energies and curing times.\n          <\/jats:p>","DOI":"10.1144\/1470-9236\/11-031","type":"journal-article","created":{"date-parts":[[2012,5,1]],"date-time":"2012-05-01T12:52:59Z","timestamp":1335876779000},"page":"221-229","source":"Crossref","is-referenced-by-count":29,"title":["Field strength development of repaired pavement using the recycling technique"],"prefix":"10.1144","volume":"45","author":[{"given":"Avirut","family":"Chinkulkijniwat","sequence":"first","affiliation":[{"name":"Center of Excellence in Civil Engineering, School of Civil Engineering, Suranaree University of Technology, 111 University Avenue, Muang District, Nakhon Ratchasima 30000, Thailand"}]},{"given":"Suksun","family":"Horpibulsuk","sequence":"additional","affiliation":[{"name":"Center of Excellence in Civil Engineering, School of Civil Engineering, Suranaree University of Technology, 111 University Avenue, Muang District, Nakhon Ratchasima 30000, Thailand"}]}],"member":"1881","published-online":{"date-parts":[[2012,5]]},"reference":[{"key":"e_1_3_2_2_1","first-page":"69","volume-title":"D698-91: Test method for laboratory compaction characteristics of soil using standard effort [12400 ft-lb\/in3 (600 kN-m\/m3)]","author":"ASTM","year":"1955","unstructured":"ASTM. 1955. D698-91: Test method for laboratory compaction characteristics of soil using standard effort [12400 ft-lb\/in3 (600 kN-m\/m3)]. Annual Book of ASTM Standards. ASTM International, West Conshohocken, PA, 69\u201376."},{"key":"e_1_3_2_3_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)1090-0241(2007)133:2(197)"},{"key":"e_1_3_2_4_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.enggeo.2011.05.017"},{"key":"e_1_3_2_5_1","first-page":"333","volume-title":"Proceedings of the International Conference on Dry Mix Methods for Deep Stabilization, Stockholm","author":"Hayashi H.","year":"1999","unstructured":"Hayashi H., Nishikawa J. 1999. Mixing efficiency of dry jet mixing method applied to peaty soft ground. In: , Bredenberg H., Holm G., Broms B.B. Proceedings of the International Conference on Dry Mix Methods for Deep Stabilization, Stockholm. Balkema, Rotterdam, 333\u2013338."},{"key":"e_1_3_2_6_1","first-page":"1759","volume-title":"Proceedings of the 15th ICSMGE, Istanbul, Turkey","volume":"3","author":"Horpibulsuk S.","year":"2001","unstructured":"Horpibulsuk S., Miura N. 2001. A new approach for studying behavior of cement stabilized clays. In Proceedings of the 15th ICSMGE, Istanbul, Turkey. Balkema, Rotterdam, Vol. 3, 1759\u20131762."},{"key":"e_1_3_2_7_1","doi-asserted-by":"publisher","DOI":"10.1680\/geot.2003.53.4.439"},{"key":"e_1_3_2_8_1","doi-asserted-by":"publisher","DOI":"10.1680\/grim.2004.8.2.59"},{"key":"e_1_3_2_9_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)1090-0241(2005)131:2(187)"},{"key":"e_1_3_2_10_1","doi-asserted-by":"publisher","DOI":"10.3208\/sandf.46.351"},{"key":"e_1_3_2_11_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2010.08.006"},{"key":"e_1_3_2_12_1","doi-asserted-by":"publisher","DOI":"10.3208\/sandf.51.239"},{"key":"e_1_3_2_13_1","doi-asserted-by":"crossref","unstructured":"Horpibulsuk S. Phochan W. Sudeepong A. Chinkulkijniwat A. Liu M.D. 2012. Strength development in blended cement admixed saline clay. Applied Clay Science 55 44\u201352 http:\/\/dx.doi.org\/10.1016\/j.clay.2011.10.003.","DOI":"10.1016\/j.clay.2011.10.003"},{"key":"e_1_3_2_14_1","first-page":"1533","article-title":"Laboratory method for design and development of the dry jet mixing method","volume":"3","author":"Larsson S.","year":"1999","unstructured":"Larsson S., Rehnman S.-E., Walter M. 1999. Laboratory method for design and development of the dry jet mixing method. In: Proceedings of the 12th ECSMGE, Amsterdam, Vol 3, 1533\u20131538.","journal-title":"Proceedings of the 12th ECSMGE, Amsterdam"},{"key":"e_1_3_2_15_1","doi-asserted-by":"publisher","DOI":"10.1680\/grim.2005.9.1.1"},{"key":"e_1_3_2_16_1","doi-asserted-by":"publisher","DOI":"10.3208\/sandf.41.5_33"},{"key":"e_1_3_2_17_1","volume-title":"Compressive strength of soil\u2013cement under different density","author":"Ruenkrairergsa T.","year":"2001","unstructured":"Ruenkrairergsa T., Charatkorn S. 2001. Compressive strength of soil\u2013cement under different density. Report of Research and Development Center, Department of Highways, Bangkok, Thailand."}],"container-title":["Quarterly Journal of Engineering Geology and Hydrogeology"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.lyellcollection.org\/doi\/pdf\/10.1144\/1470-9236\/11-031","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2024,7,23]],"date-time":"2024-07-23T09:42:48Z","timestamp":1721727768000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.lyellcollection.org\/doi\/10.1144\/1470-9236\/11-031"},"secondary":[{"URL":"https:\/\/geoscienceworld.org\/qjegh\/article-lookup?doi=10.1144\/1470-9236\/11-031","label":"geoscienceworld"}]},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2012,5]]},"references-count":16,"journal-issue":{"issue":"2","published-online":{"date-parts":[[2012,5]]},"published-print":{"date-parts":[[2012,5]]}},"alternative-id":["10.1144\/1470-9236\/11-031"],"URL":"https:\/\/doi.org\/10.1144\/1470-9236\/11-031","relation":{},"ISSN":["1470-9236","2041-4803"],"issn-type":[{"type":"print","value":"1470-9236"},{"type":"electronic","value":"2041-4803"}],"subject":[],"published":{"date-parts":[[2012,5]]}}}