Reference health
Stabilization of expansive Belle Fourche shale clay with different chemical additives
42/42 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.
19 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 42 checked references that resolve
resolves10.1016/j.buildenv.2004.08.028
Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman
resolves10.1061/(ASCE)0899-1561(2005)17:6(640)
Class F Fly-Ash-Amended Soils as Highway Base Materials
resolves10.1016/j.resconrec.2009.11.007
The long-term performance of two fly ash stabilized fine-grained soil subbases
resolves10.1080/14680629.2013.779299
Strength and stiffness of recycled materials stabilised with fly ash: a laboratory study
resolves10.1016/j.resconrec.2010.01.007
Stabilization of recycled base materials with high carbon fly ash
resolves10.1016/j.clay.2016.10.045
Swelling behavior of kaolinitic clays contaminated with alkali solutions: A micro-level study
resolves10.1061/(ASCE)0899-1561(2009)21:5(210)
Key Parameters for the Strength Control of Lime Stabilized Soils
resolves10.1061/(ASCE)GT.1943-5606.0000470
Variables Controlling Stiffness and Strength of Lime-Stabilized Soils
resolves10.1016/j.clay.2015.06.006
Phyllite clay–cement composites having improved engineering properties and material applications
resolves10.1007/s10064-013-0563-7
Stabilization of clay soils using lime and effect of pH variations on shear strength parameters
resolves10.1016/j.buildenv.2005.10.035
Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil
resolves10.1007/s12665-011-1441-x
Effect of the combination of lime and natural pozzolana on the compaction and strength of soft clayey soils: a preliminary study
resolves10.1016/j.clay.2008.03.003
Engineering behaviour of soil materials on the corrosion of mild steel
resolves10.3141/1787-02
Effect of Wet-Dry Cycles on Resilient Modulus of Class C Coal Fly Ash-Stabilized Aggregate Base
resolves10.1016/j.cemconcomp.2004.02.019
Stabilisation of clayey soils with high calcium fly ash and cement
resolves10.1061/(ASCE)1090-0241(2004)130:7(764)
Effect of Fly Ash on Engineering Properties of Expansive Soils
resolves10.1139/cgj-2012-0232
Evolution of thermal and mechanical properties of mine tailings and fly ash mixtures during curing period
resolves10.1016/j.conbuildmat.2004.03.011
Effectiveness of Class C fly ash as an expansive soil stabilizer
resolves10.1016/j.clay.2007.04.001
Smectite quantification in sediments and soils by thermogravimetric analyses
resolves10.1016/j.clay.2010.03.015
Effect of organic fluids on the geotechnical behavior of a highly plastic clayey soil
resolves10.1680/gein.13.00016
Effects of polypropylene fiber inclusion on the strength and volume change characteristics of cement-fly ash stabilized clay soil
resolves10.1139/t93-020
Effect of freeze–thaw on the hydraulic conductivity and morphology of compacted clay
resolves10.1061/(ASCE)0899-1561(2002)14:6(447)
Review of Stabilization of Clays and Expansive Soils in Pavements and Lightly Loaded Structures—History, Practice, and Future
resolves10.1061/(ASCE)0899-1561(2006)18:2(295)
Volume Change Behaviors of Expansive Soils Stabilized with Recycled Ashes and Fibers
resolves10.1007/s11069-011-0040-1
Optimum fly ash for mechanical stabilization of expansive soils using 22 factorial experimental design
resolves10.1520/GTJ20150126
Development of a Test Procedure for Freeze-Thaw Durability of Geomaterials Stabilized With Fly Ash
resolves10.1016/j.buildenv.2004.12.009
Utilization of a very high lime fly ash for improvement of Izmir clay
resolves10.1016/j.coldregions.2006.09.008
Effects of cyclic freezing and thawing on mechanical properties of Qinghai–Tibet clay
resolves10.1016/j.clay.2016.08.015
Maintaining shale stability using polyether amine while preventing polyether amine intercalation
The 19 references without a DOI — listed, not checked
no DOI — not checkedEffect of lime on volume change and compressibility of expansive clays
no DOI — not checked10.1016/j.clay.2017.05.033_bb0030
no DOI — not checked10.1016/j.clay.2017.05.033_bb0050
no DOI — not checked10.1016/j.clay.2017.05.033_bb0065
no DOI — not checked10.1016/j.clay.2017.05.033_bb0070
no DOI — not checkedThe effect of curing conditions on the unconfined compression strength of lime-treated expansive soils
no DOI — not checked10.1016/j.clay.2017.05.033_bb0080
no DOI — not checkedStrength gain of organic ground with cement-type binders
no DOI — not checked10.1016/j.clay.2017.05.033_bb0120
no DOI — not checked10.1016/j.clay.2017.05.033_bb0125
no DOI — not checked10.1016/j.clay.2017.05.033_bb0130
no DOI — not checkedStrength and volume change behavior of expansive soils treated with fly ash
no DOI — not checked10.1016/j.clay.2017.05.033_bb0185
no DOI — not checked10.1016/j.clay.2017.05.033_bb0190
no DOI — not checkedCompressibility and hydraulic conductivity of a chemically treated expansive clay
no DOI — not checked10.1016/j.clay.2017.05.033_bb0210
no DOI — not checked10.1016/j.clay.2017.05.033_bb0260
no DOI — not checkedThe prediction of heave from the plasticity index and the percentage clay fraction of soils
no DOI — not checked10.1016/j.clay.2017.05.033_bb0310
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