Reference health
Geo-mechanical behavior of clay soils stabilized at ambient temperature with fly-ash geopolymer-incorporated granulated slag
34/34 checkable references clean · checked 2026-07-24
Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.
23 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.
The 34 checked references that resolve
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Use of Fly-Ash Geopolymer Incorporating Ground Granulated Slag for Stabilisation of Kaolin Clay Cured at Ambient Temperature
resolves10.1016/j.sandf.2018.07.005
Evaluation of fly ash- and slag-based geopolymers for the improvement of a soft marine clay by deep soil mixing
resolves10.1007/s11440-012-0200-9
Effects of alkaline-activated fly ash and Portland cement on soft soil stabilisation
resolves10.1016/j.conbuildmat.2011.10.049
Effect of calcium content on soil stabilisation with alkaline activation
resolves10.1016/j.conbuildmat.2013.07.063
Rheological properties of alkaline activated fly ash used in jet grouting applications
resolves10.1061/(ASCE)MT.1943-5533.0001743
Physical, Hydraulic, and Mechanical Properties of Clayey Soil Stabilized by Lightweight Alkali-Activated Slag Geopolymer
resolves10.1016/j.cemconres.2007.08.018
The role of inorganic polymer technology in the development of ‘green concrete’
resolves10.1111/j.1151-2916.2002.tb00070.x
Alkaline Activation of Metakaolin: Effect of Calcium Hydroxide in the Products of Reaction
resolves10.1061/(ASCE)1090-0241(2004)130:10(1096)
Undrained Shear Behavior of Cement Admixed Clay at High Water Content
resolves10.1061/(ASCE)1090-0241(2002)128:6(520)
Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil
resolves10.1016/j.mineng.2007.07.011
Geopolymerisation: A review and prospects for the minerals industry
resolves10.1061/(ASCE)MT.1943-5533.0001490
Feasibility Study of Loess Stabilization with Fly Ash–Based Geopolymer
resolves10.1061/(ASCE)0899-1561(2006)18:2(161)
Fundamental Characteristics of Cement-Admixed Clay in Deep Mixing
resolves10.1061/(ASCE)GM.1943-5622.0000863
Development of a Constitutive Model to Predict the Behavior of Cement-Treated Clay during Cementation Degradation: C3 Model
resolves10.1016/j.clay.2016.04.005
Strength development in soft marine clay stabilized by fly ash and calcium carbide residue based geopolymer
resolves10.1061/(ASCE)GM.1943-5622.0000534
Bounding Surface Constitutive Model for Cemented Sand under Monotonic Loading
resolves10.1061/(ASCE)GM.1943-5622.0000783
Stiffness Behavior of Soil Stabilized with Alkali-Activated Fly Ash from Small to Large Strains
resolves10.1061/(ASCE)MT.1943-5533.0001398
Structural Performance of Alkali-Activated Soil Ash versus Soil Cement
resolves10.1007/s10706-008-9215-2
Utilization of Lime for Stabilizing Soft Clay Soil of High Organic Content
resolves10.1533/9781782422884.4.555
The development of alkali-activated mixtures for soil stabilisation
resolves10.1016/j.enggeo.2012.10.013
The use of alkali activated waste binders in enhancing the mechanical properties and durability of soft alluvial soils
resolves10.1016/j.enggeo.2008.09.003
Effect of cement treatment on geotechnical properties of some Washington State soils
resolves10.1021/ie051251p
Effect of Curing Temperature and Silicate Concentration on Fly-Ash-Based Geopolymerization
resolves10.1016/j.conbuildmat.2013.05.104
Factors influencing strength development in clay–fly ash geopolymer
resolves10.1007/s10853-007-2201-x
Geopolymerization reaction to consolidate incoherent pozzolanic soil
resolves10.1016/j.sandf.2018.03.005
Effects of industrial by-product based geopolymers on the strength development of a soft soil
resolves10.1016/j.cemconres.2004.10.042
The coexistence of geopolymeric gel and calcium silicate hydrate at the early stage of alkaline activation
resolves10.1016/j.conbuildmat.2013.06.017
Experimental feasibility study of geopolymer as the next-generation soil stabilizer
The 23 references without a DOI — listed, not checked
no DOI — not checkedDas, B. M. (2010). “Ground Improvement.” Geotechnical engineering handbook, T. Petry, ed., J. Ross Publishing, Florida, pp. 801-801.
no DOI — not checked10.1016/j.sandf.2019.08.005_b0040
no DOI — not checkedCrucial insights on the mix design of alkali-activated cement-based binders
no DOI — not checkedAn overview of the chemistry of alkali-activated cement-based binders
no DOI — not checkedHardjito, D. (2005). “Studies on fly ash-based geopolymer concrete.”Ph.D. Thesis, Curtin University of Technology, Perth, WA, Australia.
no DOI — not checked10.1016/j.sandf.2019.08.005_b0080
no DOI — not checkedHandbook for the stabilization of Pavement Subgrades and Base Courses with Lime
no DOI — not checked10.1016/j.sandf.2019.08.005_b0115
no DOI — not checked10.1016/j.sandf.2019.08.005_b0125
no DOI — not checkedStabilisation of marginal lateritic soil using high calcium fly ash-based geopolymer
no DOI — not checkedPortland Cement Association (1995). Soil-cement construction handbook, Portland Cement Association, EB003.10S, Skokie, Ill.
no DOI — not checked10.1016/j.sandf.2019.08.005_b0190
no DOI — not checkedStandards Australia (1997). “Methods of testing soils for engineering purposes-Method 4.3.1: soil chemical tests-determination of the pH value of a soil-electrometric method.” AS 1289.4.3.1 Sydney, NSW.
no DOI — not checkedStandards Australia (1998). “Supplementary cementitious materials for use with portland and blended cement-Part 1: fly ash.” AS 3582.1, Sydney, NSW.
no DOI — not checkedStandards Australia (2003). “Method 5.1.1: soil compaction and density tests-determination of the dry density/moisture content relation of a soil using standard compactive effort.” AS 1289.5.1.1, Sydney, NSW.
no DOI — not checkedStandards Australia (2008). “Methods for preparation and testing of stabilized materials -Method 4: unconfined compressive strength of compacted materials.” AS 5101.4, Sydney, NSW.
no DOI — not checkedStandards Australia (2009a). “Method 3.2.1: soil classification tests-determination of the plastic limit of a soil-standard method.” AS 1289.3.2.1, Sydney, NSW.
no DOI — not checkedStandards Australia (2009b). “Methods of testing soils for engineering purposes-Method 3.6.1: soil classification tests-determination of the particle size distribution of a soil-standard method of analysis by sieving.” AS 1289.3.6.1, Sydney, NSW.
no DOI — not checkedStandards Australia (2015). “Method 3.9.1: soil classification tests-determination of the liquid limit of a soil.” AS 1289.3.1.1, Sydney, NSW.
no DOI — not checkedStandards Australia (2016). “Methods of testing soils for engineering purposes - Soil strength and consolidation tests - Determination of compressive strength of a soil - Compressive strength of a saturated specimen tested in undrained triaxial compression with measurement of pore water ”, AS 1289.6.4.2, Sydney, NSW.
no DOI — not checkedEngineering behavior of cement-treated Bangkok soft clay
no DOI — not checkedTechnological, environmental and commercial drivers for the use of geopolymers in a sustainable materials industry
no DOI — not checkedEffective stress strength parameters of stabilized soils
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