Reference health
Use of secondary additives in fly ash based soil stabilization for soft subgrades
36/36 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.
30 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 36 checked references that resolve
resolves10.1061/9780784481592.041
Monitoring of Moisture Fluctuations in a Roadway over an Expansive Clay Subgrade
resolves10.1061/(ASCE)0899-1561(2005)17:6(640)
Class F Fly-Ash-Amended Soils as Highway Base Materials
resolves10.1061/(ASCE)1090-0241(2001)127:7(568)
Use of Class C Fly Ashes for the Stabilizationof an Expansive Soil
resolves10.1016/j.trgeo.2016.03.003
A review of sustainable approaches in transport infrastructure geotechnics
resolves10.1016/j.cemconcomp.2011.04.008
Optimization of cement and fly ash particle sizes to produce sustainable concretes
resolves10.1016/j.proeng.2013.02.007
Utilization Waste Material as Stabilizer on Kuantan Clayey Soil Stabilization
resolves10.1016/j.conbuildmat.2016.04.136
Strength development of Recycled Asphalt Pavement – Fly ash geopolymer as a road construction material
resolves10.1016/j.enggeo.2015.08.020
Mechanism of improvement in the strength and volume change behavior of lime stabilized soil
resolves10.1139/cgj-2015-0245
Multi-scale laboratory evaluation of the physical, mechanical, and microstructural properties of soft highway subgrade soil stabilized with calcium carbide residue
resolves10.1016/S0008-8846(99)00018-6
Compressive strength of cement stabilized fly ash-soil mixtures
resolves10.1007/s40891-016-0071-5
Effect of Liquid Acrylic Polymer on Geotechnical Properties of Fine-Grained Soils
resolves10.1061/(ASCE)0899-1561(2007)19:3(242)
Influence of Fly Ash, Lime, and Polyester Fibers on Compaction and Strength Properties of Expansive Soil
resolves10.1016/j.resconrec.2006.01.002
Estimation of resource savings due to fly ash utilization in road construction
resolves10.1061/(ASCE)GM.1943-5622.0001086
Sustainable Improvement of Clays Using Low-Carbon Nontraditional Additive
resolves10.1016/j.heliyon.2017.e00274
Effect of class F fly ash on fine sand compaction through soil stabilization
resolves10.1016/j.conbuildmat.2018.09.074
Use of randomly oriented polyethylene terephthalate (PET) fiber in combination with fly ash in subgrade of flexible pavement
resolves10.1007/s12205-019-2251-z
Mechanical Properties of Alkali Activated Fly Ash Geopolymer Stabilized Expansive Clay
resolves10.1061/(ASCE)0899-1561(2008)20:2(137)
Study of the Effectiveness of Cement Kiln Dusts in Stabilizing Na-Montmorillonite Clay
resolves10.1016/j.trgeo.2019.100255
Durability of enzyme stabilized expansive soil in road pavements subjected to moisture degradation
resolves10.1016/j.conbuildmat.2020.120433
Novel use of calcium sulfoaluminate (CSA) cement for treating problematic soils
resolves10.1061/(ASCE)GM.1943-5622.0000783
Stiffness Behavior of Soil Stabilized with Alkali-Activated Fly Ash from Small to Large Strains
resolves10.1007/s10706-014-9769-0
Assessment of Cement Kiln Dust-Treated Expansive Soil for the Construction of Flexible Pavements
resolves10.1007/s10706-012-9532-3
Stabilization of a Clayey Soil with Fly Ash and Lime: A Micro Level Investigation
resolves10.1007/s11440-020-01005-8
Dynamic prediction of jet grouted column diameter in soft soil using Bi-LSTM deep learning
resolves10.1016/j.trgeo.2019.100265
A mixture of coal wash and fly ash as a pavement substructure material
resolves10.1016/j.cemconres.2009.01.017
Early hydration and setting of Portland cement monitored by IR, SEM and Vicat techniques
resolves10.1016/j.trgeo.2017.08.008
Geosynthetics with enhanced lateral drainage capabilities in roadway systems
resolves10.1016/j.jksues.2016.04.001
Effect of curing time on strength development in black cotton soil – Quarry fines composite stabilized with cement kiln dust (CKD)
The 30 references without a DOI — listed, not checked
no DOI — not checkedRanking of Four Chemical and Mechanical Stabilization Methods to Treat Low-Volume Road Subgrades in Texas
no DOI — not checkedAntoun. CSA rapid set cement – the best choice for underground construction [Online]. New South Welse; 2019. Available: https://antoun.com.au/csa-rapid-set-cement-the-best-choice-for-underground-construction/ [Accessed].
no DOI — not checkedInfluence of Fly Ash, Lime, and Polyester Fibers on Compaction and Strength Properties of Expansive Soil
no DOI — not checkedASTM-D2487. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). 17e1. West Conshohocken, PA: ASTM International; 2017.
no DOI — not checkedAUSTRALIANSTANDARD. Methods of testing soils for engineering purposes - Soil compaction and density tests - Compaction control test - Hilf density ratio and Hilf moisture variation (rapid method). AS 1289.5.7.1-2006; 2006.
no DOI — not checked10.1016/j.trgeo.2021.100585_b0040
no DOI — not checked10.1016/j.trgeo.2021.100585_b0050
no DOI — not checked10.1016/j.trgeo.2021.100585_b0060
no DOI — not checkedAir pollution prevention during fly ash disposal
no DOI — not checked10.1016/j.trgeo.2021.100585_b0080
no DOI — not checked10.1016/j.trgeo.2021.100585_b0090
no DOI — not checked10.1016/j.trgeo.2021.100585_b0105
no DOI — not checkedProtection of environment by the use of fly ash in road construction
no DOI — not checkedPozzolanic fly ash as a hydraulic barrier in land fills
no DOI — not checkedJanz, Johansson S-E. The Function of Different Binding Agents in Deep Stabilization Mårten; 2002.
no DOI — not checkedStrength and volume change behavior of expansive soils treated with fly ash
no DOI — not checkedEffect of particle size distribution of fly ash–cement system on the fluidity of cement pastes
no DOI — not checkedProperties and use of ashes for embankments
no DOI — not checkedPerformance evaluation of calcium sulfoaluminate as an alternative stabilizer for treatment of weaker subgrades
no DOI — not checkedAn analysis of the mechanisms and efficacy of three liquid chemical soil stabilizers
no DOI — not checked10.1016/j.trgeo.2021.100585_b0305
no DOI — not checkedEngineering properties of compacted Panki fly ash
no DOI — not checkedUtilization of fly ash in geotechnical construction
no DOI — not checkedReactive silica and strength of fly ashes
no DOI — not checkedSTANDARDSAUSTRALIA. Methods of testing soils for engineering purposes - Sampling and preparation of soils - Preparation of disturbed soil samples for testing. AS 1289.1.1; 2001.
no DOI — not checkedSTANDARDSAUSTRALIA. Methods of testing soils for engineering purposes - Soil strength and consolidation tests - Determination of the California Bearing Ratio of a soil - Standard laboratory method for a remoulded specimen. AS 1289.6.1.1; 2014.
no DOI — not checkedSTANDARDSAUSTRALIA. Methods of testing soils for engineering purposes - 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; 2017.
no DOI — not checkedThe Use of Fly Ash in Concrete: Classification by Composition
no DOI — not checkedCase study of subgrade stabilization using fly ash: State Highway 32, Port Washington, Wisconsin
no DOI — not checkedWACKERCHEMIE. 2019. Dispersible Polymer Powders [Online]. Germany: Wacker Chemie AG. Available: https://www.wacker.com/h/en-us/dispersible-polymer-powders/vinnapas-5010-n-ger/p/000010668 [Accessed].
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