{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,16]],"date-time":"2026-04-16T07:10:36Z","timestamp":1776323436372,"version":"3.50.1"},"reference-count":74,"publisher":"Elsevier BV","issue":"1","license":[{"start":{"date-parts":[[2019,4,1]],"date-time":"2019-04-01T00:00:00Z","timestamp":1554076800000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2018,10,16]],"date-time":"2018-10-16T00:00:00Z","timestamp":1539648000000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by-nc-nd\/4.0\/"}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Materials Science for Energy Technologies"],"published-print":{"date-parts":[[2019,4]]},"DOI":"10.1016\/j.mset.2018.10.005","type":"journal-article","created":{"date-parts":[[2018,11,2]],"date-time":"2018-11-02T15:58:24Z","timestamp":1541174304000},"page":"67-77","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":33,"title":["Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil"],"prefix":"10.1016","volume":"2","author":[{"given":"Kennedy","family":"Onyelowe","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"George","family":"Alaneme","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Clifford","family":"Igboayaka","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Francis","family":"Orji","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Henry","family":"Ugwuanyi","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Duc","family":"Bui Van","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Manh","family":"Nguyen Van","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"78","reference":[{"key":"10.1016\/j.mset.2018.10.005_b0005","series-title":"Experiment Optimization in Chemistry and Chemical Engineering","author":"Akhnazarova","year":"1982"},{"issue":"1","key":"10.1016\/j.mset.2018.10.005_b0010","doi-asserted-by":"crossref","first-page":"1","DOI":"10.4314\/njt.v34i1.1","article-title":"Development of optimized strength model of lateritic hollow block with 4% mound soil inclusion","volume":"34","author":"Onuamah","year":"2015","journal-title":"Nigeria J. Technol."},{"key":"10.1016\/j.mset.2018.10.005_b0015","doi-asserted-by":"crossref","first-page":"344","DOI":"10.1111\/j.2517-6161.1958.tb00299.x","article-title":"Experiments with mixtures","volume":"20","author":"Scheff\u00e9","year":"1958","journal-title":"J. R. Stat. Soc. B"},{"key":"10.1016\/j.mset.2018.10.005_b0020","doi-asserted-by":"crossref","first-page":"235","DOI":"10.1111\/j.2517-6161.1963.tb00506.x","article-title":"The simplex-centroid design for experiments with mixtures","volume":"25","author":"Scheff\u00e9","year":"1963","journal-title":"J. R. Stat. Soc. B"},{"key":"10.1016\/j.mset.2018.10.005_b0025","doi-asserted-by":"crossref","first-page":"194","DOI":"10.1016\/j.eti.2018.02.008","article-title":"Assessment of rainstorm induced sediment deposition, gully development at Ikot Ekpene, Nigeria and the devastating effect on the environment","volume":"10","author":"Onyelowe","year":"2018","journal-title":"Environ. Technol. Innov."},{"key":"10.1016\/j.mset.2018.10.005_b0030","doi-asserted-by":"crossref","DOI":"10.1080\/19386362.2018.1462606","article-title":"Swelling potential, shrinkage and durability of cemented and uncemented lateritic soils treated with CWC base geopolymer","author":"Onyelowe","year":"2018","journal-title":"Int. J. Geotech. Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0035","first-page":"167","article-title":"Predicting the behaviour of stabilized lateritic soils treated with green crude oil (GCO) by analysis of variance approaches","volume":"53","author":"Onyelowe","year":"2018","journal-title":"Int. J. Min. Geo-Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0040","first-page":"4177","article-title":"Nanostructured clay (NC) and the stabilization of lateritic soil for construction purposes","author":"Onyelowe","year":"2017","journal-title":"Electron. J. Geotech. Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0045","series-title":"Numerical Analysis of Nonlinear Coupled Problems. Proceedings of the 1st GeoMEast July 15-19, International Congress and Exhibition, Egypt \u201cSustainable Civil Infrastructures: Innovative Infrastructure Geotechnology","first-page":"195","article-title":"Assessment of granular soil failure at the water borehole depth in South Eastern Nigeria by discrete and finite element methods","author":"Onyelowe","year":"2017"},{"issue":"1","key":"10.1016\/j.mset.2018.10.005_b0050","first-page":"26","article-title":"Investigation of the stabilization potentials of nanosized-waste tyre ash (NWTA) as admixture with lateritic soil in Nigeria","volume":"3","author":"Onyelowe","year":"2017","journal-title":"Umudike J. Eng. Technol."},{"key":"10.1016\/j.mset.2018.10.005_b0055","unstructured":"Nigeria General Specification\/Federal Ministry of Works and Housing, Testing for the selection of soil for roads and bridges, vol. II, 1997."},{"key":"10.1016\/j.mset.2018.10.005_b0060","first-page":"102","article-title":"Stabilization of silty clay soil using chloride compounds","volume":"2","author":"Abood","year":"2007","journal-title":"JEST Malaysia"},{"key":"10.1016\/j.mset.2018.10.005_b0065","series-title":"Pure crude oil contamination on amaoba lateritic soil","author":"Onyelowe","year":"2015"},{"issue":"2","key":"10.1016\/j.mset.2018.10.005_b0070","first-page":"8","article-title":"Index study of the perception of contractors and consultants on the causes of road pavement failure in South-EasternNigeria","volume":"1","author":"Onyelowe","year":"2015","journal-title":"Umudike J. Eng. Technol."},{"issue":"2","key":"10.1016\/j.mset.2018.10.005_b0075","first-page":"67","article-title":"Stabilization of olokoro-umuahia lateritic soil using palm bunch ash (PBA) as admixture","volume":"1","author":"Onyelowe","year":"2015","journal-title":"Umudike J. Eng. Technol."},{"issue":"4","key":"10.1016\/j.mset.2018.10.005_b0080","doi-asserted-by":"crossref","first-page":"23","DOI":"10.13074\/jent.2015.12.154167","article-title":"Review of the synthesis of nano-sized ash from local waste for use as admixture or filler in engineering soil stabilization and concrete production","volume":"4","author":"Onyelowe","year":"2015","journal-title":"J. Environ. Nanotechnol."},{"key":"10.1016\/j.mset.2018.10.005_b0085","series-title":"Road Dust Suppression; Effect on Unpaved Road Stabilization","first-page":"21","author":"Janathan","year":"2004"},{"issue":"1","key":"10.1016\/j.mset.2018.10.005_b0090","first-page":"1","article-title":"Kaolin stabilization of Olokoro lateritic soil using bone ash as admixture","volume":"2","author":"Onyelowe","year":"2016","journal-title":"Int. J. Constr. Res. Civ. Eng."},{"issue":"2","key":"10.1016\/j.mset.2018.10.005_b0095","article-title":"Ordinary Portland cement stabilization of engineering soil using coconut shell and husk ash as admixture","volume":"2","author":"Onyelowe","year":"2016","journal-title":"Int. J. Innovative Stud. Sci. Eng. Technol."},{"issue":"2","key":"10.1016\/j.mset.2018.10.005_b0100","article-title":"Axial load and compaction behavior of pozzolan stabilized lateritic soil with coconut shell husk ash and palm kernel shell husk ash admixtures","volume":"2","author":"Onyelowe","year":"2016","journal-title":"Int. J. Innovative Stud. Sci. Eng. Technol."},{"issue":"3","key":"10.1016\/j.mset.2018.10.005_b0105","first-page":"20","article-title":"Effect of temperature changes on the unconfined compressive strength of OPC stabilized engineering soil with palm bunch ash PBA as admixture","volume":"8","author":"Onyelowe","year":"2016","journal-title":"IISTE J. Civ. Environ. Res."},{"issue":"3","key":"10.1016\/j.mset.2018.10.005_b0110","first-page":"55","article-title":"Effect of coconut shell husk ash and palm kernel shell husk ash on the grading and consistency behaviour of pozzolan stabilized Oboro lateritic soil","volume":"8","author":"Onyelowe","year":"2016","journal-title":"IISTE J. Civ. Environ. Res."},{"issue":"2","key":"10.1016\/j.mset.2018.10.005_b0115","first-page":"50","article-title":"Local nanostructured ashes synthesized by incineration, pulverization and spectrophotometric characterization of solid wastes ashes for use as admixtures in soil stabilization","volume":"7","author":"Onyelowe","year":"2017","journal-title":"Int. J. Sustainable Constr. Eng. Technol."},{"key":"10.1016\/j.mset.2018.10.005_b0120","first-page":"3633","article-title":"Nanostructured waste paper ash stabilization of lateritic soils for pavement base construction purposes","author":"Onyelowe","year":"2017","journal-title":"Electron. J. Geotech. Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0125","first-page":"282","article-title":"Solid wastes management (SWM) in Nigeria and their utilization in the environmental geotechnics as an entrepreneurial service innovation (ESI) for sustainable development","volume":"7","author":"Onyelowe","year":"2017","journal-title":"Int. J. Waste Resour."},{"key":"10.1016\/j.mset.2018.10.005_b0130","first-page":"239","article-title":"Renewable energy by-products (REB) adaptation successes in environmental geotechnics: a review","volume":"7","author":"Onyelowe","year":"2017","journal-title":"J. Fundam. Renew. Energy Appl."},{"key":"10.1016\/j.mset.2018.10.005_b0135","first-page":"2","article-title":"Palm bunch management and disposal as solid waste and the stabilization of olokoro lateritic soil for road construction purposes in Abia State, Nigeria","volume":"7","author":"Onyelowe","year":"2017","journal-title":"Int. J. Waste Resour."},{"key":"10.1016\/j.mset.2018.10.005_b0140","first-page":"1481","article-title":"Geosynthetics and geotechnical properties of soil in a developing country: a lesson for Nigeria","volume":"16","author":"Onyelowe","year":"2011","journal-title":"Electron. J. Geotech. Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0145","series-title":"Peat Soil Stabilization Sing Ordinary Portland Cement, Polypropylene Fibers, and Air Curing Technique","first-page":"l","author":"Behzad","year":"2008"},{"key":"10.1016\/j.mset.2018.10.005_b0150","first-page":"782","article-title":"Strength development of lateritic soil stabilized by local nanostructured ashes, proceedings of china-Europe conference on geotechnical engineering","volume":"2018","author":"Bui Van","year":"2018","journal-title":"SSGG"},{"key":"10.1016\/j.mset.2018.10.005_b0155","series-title":"Soil Mechanics and Foundation Engineering","author":"Garg","year":"2005"},{"key":"10.1016\/j.mset.2018.10.005_b0160","first-page":"1","article-title":"Bearing capacity of footing on slope by variational calculus","volume":"1","author":"Onyelowe","year":"2012","journal-title":"Res. J. Eng. Appl. Sci. U.S.A."},{"issue":"1","key":"10.1016\/j.mset.2018.10.005_b0165","first-page":"65","article-title":"Soil stabilization techniques and procedures; a clue for the developing world-Nigeria","volume":"5","author":"Onyelowe","year":"2012","journal-title":"Global J. Eng. Technol. India"},{"issue":"2","key":"10.1016\/j.mset.2018.10.005_b0170","first-page":"32","article-title":"Geochemistry of soil stabilization","volume":"1","author":"Onyelowe","year":"2012","journal-title":"ARPN J. Earth Sci."},{"issue":"1","key":"10.1016\/j.mset.2018.10.005_b0175","first-page":"128","article-title":"Conformal mapping and swartz-christophel transformation of the critical normal stress distribution of footing on slope","volume":"3","author":"Onyelowe","year":"2012","journal-title":"Int. J. Civ. Eng. Technol. India"},{"issue":"3","key":"10.1016\/j.mset.2018.10.005_b0180","article-title":"Geotechnical examination of the geophysical properties of olokoro lateritic soil for road works","volume":"31","author":"Onyelowe","year":"2012","journal-title":"Nigeria J. Technol."},{"key":"10.1016\/j.mset.2018.10.005_b0185","first-page":"826","article-title":"Variational solution of the critical normal stress distribution of footing on slope","volume":"5","author":"Onyelowe","year":"2011","journal-title":"J. Emerg. Trends Eng. Appl. Sci. U.K."},{"issue":"3","key":"10.1016\/j.mset.2018.10.005_b0190","first-page":"195","article-title":"Geopolymer materials based on fly ash","volume":"49","author":"\u0160kv\u00e1ra","year":"2005","journal-title":"Ceram.-Silik"},{"key":"10.1016\/j.mset.2018.10.005_b0195","doi-asserted-by":"crossref","first-page":"355","DOI":"10.1016\/j.eti.2018.04.005","article-title":"Adsorbed complex and laboratory geotechnics of Quarry Dust (QD) stabilized lateritic soils","volume":"10","author":"Van Bui","year":"2018","journal-title":"Environ. Technol. Innov."},{"issue":"3","key":"10.1016\/j.mset.2018.10.005_b0200","doi-asserted-by":"crossref","first-page":"55","DOI":"10.25103\/jestr.073.09","article-title":"Study on the rheological properties and constitutive model of shenzhen mucky soft soil","volume":"7","author":"Wei","year":"2014","journal-title":"J. Eng. Sci. Technol. Rev."},{"key":"10.1016\/j.mset.2018.10.005_b0205","doi-asserted-by":"crossref","DOI":"10.1016\/j.ijprt.2018.03.001","article-title":"Kaolin soil and its stabilization potentials as nanostructured cementitious admixture for geotechnics purposes","author":"Onyelowe","year":"2018","journal-title":"Int. J. Pavement Res. Technol."},{"key":"10.1016\/j.mset.2018.10.005_b0210","series-title":"Elements of Soil Mechanics","author":"Smith","year":"1998"},{"key":"10.1016\/j.mset.2018.10.005_b0215","first-page":"1","article-title":"Rheology properties of soils; a review.International symposium on resource exploration and environmental science","volume":"64","author":"Zhu","year":"2017","journal-title":"Earth Environ. Sci."},{"key":"10.1016\/j.mset.2018.10.005_b0220","first-page":"8","article-title":"Geopolymer binders: a need for future concrete construction","volume":"2013","author":"Srinivasan","year":"2013","journal-title":"ISRN Polym. Sci."},{"key":"10.1016\/j.mset.2018.10.005_b0225","doi-asserted-by":"crossref","DOI":"10.1080\/19386362.2017.1422909","article-title":"Durability of nanostructured biomasses ash (NBA) stabilized expansive soils for pavement foundation","author":"Onyelowe","year":"2018","journal-title":"Int. J. Geotech. Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0230","article-title":"Predicting subgrade stiffness of nanostructured palm bunch ash stabilized lateritic soil for transport geotechnics purposes","author":"Onyelowe","year":"2018","journal-title":"J. GeoEng. Taiwan Geotech. Soc."},{"key":"10.1016\/j.mset.2018.10.005_b0235","doi-asserted-by":"crossref","first-page":"125","DOI":"10.1016\/j.eti.2018.05.005","article-title":"Structural analysis of consolidation settlement behaviour of soil treated with alternative cementing materials for foundation purposes","volume":"11","author":"Onyelowe","year":"2018","journal-title":"Environ. Technol. Innov."},{"key":"10.1016\/j.mset.2018.10.005_b0240","doi-asserted-by":"crossref","DOI":"10.1016\/j.ijprt.2018.08.004","article-title":"Predicting strength behaviour of stabilized lateritic soil- ash matrix using regression model for hydraulically bound materials purposes","author":"Onyelowe","year":"2018","journal-title":"Int. J. Pavement Res. Technol."},{"key":"10.1016\/j.mset.2018.10.005_b0245","doi-asserted-by":"crossref","DOI":"10.1080\/19386362.2017.1322797","article-title":"Nanosized palm bunch ash (NPBA) stabilisation of lateritic soil for construction purposes","author":"Onyelowe","year":"2017","journal-title":"Int. J. Geotech. Eng. TandF"},{"key":"10.1016\/j.mset.2018.10.005_b0250","series-title":"Proceedings of the 2017 Annual Conference on Engineering for Self Reliance of the School of Engineering & Engineering Technology (SEET)","article-title":"Nanosized waste paper ash stabilization of lateritic soil for pavement construction purposes","author":"Onyelowe","year":"2017"},{"key":"10.1016\/j.mset.2018.10.005_b0255","first-page":"4735","article-title":"Mathematical advances in soil bearing capacity","author":"Onyelowe","year":"2017","journal-title":"Electron. J. Geotechn. Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0260","series-title":"Guide for Design of Pavement Structures","author":"AASHTO","year":"1993"},{"key":"10.1016\/j.mset.2018.10.005_b0265","series-title":"Part II Methods of Sampling and Testing 25th Edition","article-title":"Standard specification for transportation materials and methods of sampling and testing","author":"AASHTO","year":"2005"},{"key":"10.1016\/j.mset.2018.10.005_b0270","series-title":"Standard Method of Test for Resistance R-Value and Expansion Pressure of Compacted Soils","author":"AASHTO T 190-09","year":"2014"},{"key":"10.1016\/j.mset.2018.10.005_b0275","series-title":"Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials","author":"AASHTO T 307","year":"2014"},{"key":"10.1016\/j.mset.2018.10.005_b0280","series-title":"Methods of Testing Soils for Civil Engineering Purposes","author":"BS 1377-2, 3","year":"1990"},{"issue":"1","key":"10.1016\/j.mset.2018.10.005_b0285","article-title":"Ordinary Portland cement stabilization of amaoba-umuahia lateritic soil using snail shell ash, SSA as admixture","volume":"2","author":"Onyelowe","year":"2016","journal-title":"Int. J. Innovative Stud. Sci. Eng. Technol."},{"issue":"1","key":"10.1016\/j.mset.2018.10.005_b0290","article-title":"T-Test hypothetical analysis of the causes of traffic congestion in umuahia metropolis","volume":"2","author":"Onyelowe","year":"2016","journal-title":"Int. J. Innovative Stud. Sci. Eng. Technol."},{"issue":"1","key":"10.1016\/j.mset.2018.10.005_b0295","first-page":"1","article-title":"Comparison between the strength characteristics of pozzolan stabilized lateritic soil of coconut shell husk ash and palm kernel shell husk ash admixtures","volume":"1","author":"Onyelowe","year":"2016","journal-title":"Am. Res. J. Civ. Struct. Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0300","doi-asserted-by":"crossref","first-page":"343","DOI":"10.1016\/j.eti.2017.08.006","article-title":"The menace of the Geo-Environmental hazard caused by gully erosion in Abia State, Nigeria","volume":"8","author":"Onyelowe","year":"2017","journal-title":"Environ. Technol. Innovation"},{"key":"10.1016\/j.mset.2018.10.005_b0305","first-page":"220","article-title":"Nanostructured waste paper ash treated lateritic soil and its California bearing ratio optimization","volume":"8","author":"Onyelowe","year":"2017","journal-title":"Global J. Technol. Optim."},{"key":"10.1016\/j.mset.2018.10.005_b0310","series-title":"Proceedings of the 18th International Conference and 38th AGM of the Nigerian Institute of Agricultural Engineers (NIAE), Umudike, 3rd to 5th of October","first-page":"32","article-title":"Renewable energy application successes in environmental geotechnics","author":"Onyelowe","year":"2017"},{"key":"10.1016\/j.mset.2018.10.005_b0315","series-title":"Proceedings of the 18th International Conference and 38th AGM of the Nigerian Institute of Agricultural Engineers (NIAE), Umudike, 3rd to 5th of October","first-page":"483","article-title":"Gully erosion at amuzukwu-ibeku, umuahia, Abia State; a review","author":"Onyelowe","year":"2017"},{"issue":"2","key":"10.1016\/j.mset.2018.10.005_b0320","doi-asserted-by":"crossref","first-page":"190","DOI":"10.1061\/(ASCE)0899-1561(2006)18:2(190)","article-title":"Soil stabilization in semiarid and arid land agriculture","volume":"18","author":"Graber","year":"2006","journal-title":"J. Mater. Civ. Eng. ASCE"},{"key":"10.1016\/j.mset.2018.10.005_b0325","first-page":"1","article-title":"Geophysical use of quarry dust (as admixture) as applied to soil stabilization and modification-a review","volume":"1","author":"Onyelowe","year":"2012","journal-title":"ARPN J. Earth Sci. Pakistan"},{"key":"10.1016\/j.mset.2018.10.005_b0330","first-page":"2","article-title":"A comparative review of soil modification methods","volume":"1","author":"Onyelowe","year":"2012","journal-title":"ARPN J. Earth Sci. Pakistan"},{"key":"10.1016\/j.mset.2018.10.005_b0335","first-page":"1","article-title":"Effect of water content on the shear strength of amaoba lateritic soil","volume":"1","author":"Onyelowe","year":"2013","journal-title":"Int. J. Res. Civ. Eng. Archit. Design India"},{"key":"10.1016\/j.mset.2018.10.005_b0340","series-title":"Methods of Tests for Stabilized Soil","author":"BS 1924","year":"1990"},{"key":"10.1016\/j.mset.2018.10.005_b0345","series-title":"Cementitious Stabilization","first-page":"1","author":"Little","year":"2010"},{"key":"10.1016\/j.mset.2018.10.005_b0350","series-title":"Specification for Pozzolanas","author":"American Standard for Testing and Materials (ASTM) C618","year":"1978"},{"issue":"2","key":"10.1016\/j.mset.2018.10.005_b0355","doi-asserted-by":"crossref","first-page":"31","DOI":"10.13074\/jent.2018.03.182306","article-title":"Supplementary cementitious materials in construction - an attempt to reduce CO2 emission","volume":"7","author":"Srivastava","year":"2018","journal-title":"J. Environ. Nanotechnol."},{"issue":"6","key":"10.1016\/j.mset.2018.10.005_b0360","first-page":"399","article-title":"Testing and assessing the performance of a new warm mix asphalt with SMC","volume":"2","author":"Ai","year":"2015","journal-title":"J. Traffic Transp. Eng."},{"issue":"3","key":"10.1016\/j.mset.2018.10.005_b0365","first-page":"207","article-title":"Characterization of subgrade soil mixed with recycled asphalt pavement","volume":"5","author":"Hasan","year":"2018","journal-title":"J. Traffic Transp. Eng."},{"key":"10.1016\/j.mset.2018.10.005_b0370","first-page":"133","article-title":"Portland cement\/quarry dust improvement of olokoro laterite for road base","volume":"4","author":"Onyelowe","year":"2013","journal-title":"World J. Eng. Sci. India"}],"container-title":["Materials Science for Energy Technologies"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S2589299118301277?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S2589299118301277?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2024,7,12]],"date-time":"2024-07-12T00:43:24Z","timestamp":1720745004000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S2589299118301277"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2019,4]]},"references-count":74,"journal-issue":{"issue":"1","published-print":{"date-parts":[[2019,4]]}},"alternative-id":["S2589299118301277"],"URL":"https:\/\/doi.org\/10.1016\/j.mset.2018.10.005","relation":{},"ISSN":["2589-2991"],"issn-type":[{"value":"2589-2991","type":"print"}],"subject":[],"published":{"date-parts":[[2019,4]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil","name":"articletitle","label":"Article Title"},{"value":"Materials Science for Energy Technologies","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.mset.2018.10.005","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2018 The Authors. Production and hosting by Elsevier B.V. on behalf of KeAi Communications Co., Ltd.","name":"copyright","label":"Copyright"}]}}