Reference health
The effects of compaction delay and environmental temperature on the mechanical and hydraulic properties of lime-stabilized extremely high plastic clays
23/23 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.
22 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 23 checked references that resolve
resolves10.1016/j.clay.2010.07.023
Behaviour and mineralogy changes in lime-treated expansive soil at 20°C
resolves10.1016/j.clay.2010.07.022
Behaviour and mineralogy changes in lime-treated expansive soil at 50°C
resolves10.1016/j.enggeo.2012.04.004
Microstructure and geotechnical properties of lime-treated expansive clayey soil
resolves10.1680/geot.2001.51.6.533
Development of stabilisation and solidification in lime–clay mixes
resolves10.1007/s12665-009-0256-5
Effects of soil pulverization quality on lime stabilization of an expansive clay
resolves10.1061/(ASCE)GT.1943-5606.0000470
Variables Controlling Stiffness and Strength of Lime-Stabilized Soils
resolves10.1016/j.cemconres.2014.01.024
Kinetics of lime/bentonite pozzolanic reactions at 20 and 50 °C: Batch tests and modeling
resolves10.1016/j.clay.2014.06.018
Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour
resolves10.1016/j.enggeo.2014.12.005
Influence of delayed compaction on the compressibility and hydraulic conductivity of soil–lime mixtures
resolves10.1016/0021-9797(66)90029-4
Adsorption of calcium hydroxide by montmorillonite and kaolinite
resolves10.1061/(ASCE)0733-947X(1998)124:2(149)
Influence of Compactive Efforts and Compaction Delays on Lime-Treated Soil
resolves10.1016/S0013-7952(02)00145-X
Engineering geological characteristics of expansive soils in China
resolves10.1061/(ASCE)MT.1943-5533.0000749
Stress-Strain-Strength Behavior of Lime-Stabilized Soils during Accelerated Curing
resolves10.1016/j.jrmge.2014.07.001
Effects of lime treatment on the microstructure and hydraulic conductivity of Héricourt clay
resolves10.1016/j.clay.2017.02.013
Multi-scale analysis and time evolution of pozzolanic activity of lime treated clays
resolves10.1179/mst.1987.3.12.1005
Relation between pore size distribution, permeability, and cementitious gel formation in cured clay–lime systems
resolves10.1061/(ASCE)MT.1943-5533.0001040
Reexamination of Lime Stabilization Mechanisms of Expansive Clay
The 22 references without a DOI — listed, not checked
no DOI — not checked10.1016/j.clay.2017.09.019_bb0005
no DOI — not checked10.1016/j.clay.2017.09.019_bb0040
no DOI — not checked10.1016/j.clay.2017.09.019_bb0045
no DOI — not checkedLime stabilisation for earthworks: a UK perspective
no DOI — not checkedComparative performance of portland cement and lime stabilization of moderate to high plasticity clay soils
no DOI — not checkedStabilization of clay soils by Portland cement or lime-A critical review of literature
no DOI — not checkedMechanisms of soil-lime stabilization
no DOI — not checked10.1016/j.clay.2017.09.019_bb0125
no DOI — not checked10.1016/j.clay.2017.09.019_bb0135
no DOI — not checkedThe use of lime-treated British clays in pavement construction. Part 1. The effect of mellowing on the modification process
no DOI — not checkedThe use of lime-treated British clays in pavement construction. Part 2: the effect of mellowing on the stabilization process
no DOI — not checkedChanges of pore size and of hydraulic conductivity by adding lime in compacting clay liners, Geotechnical engineering: new horizons
no DOI — not checkedInfluence of time between mixing and compaction on properties of a lime-stabilized expansive clay
no DOI — not checked10.1016/j.clay.2017.09.019_bb0160
no DOI — not checkedCompressibility and hydraulic conductivity of a chemically treated expansive clay
no DOI — not checkedEffect of placement water content on the strength of temperature cured lime treated expansive soil
no DOI — not checkedQuantitative Models for Strength of Lime Treated Expansive Soil
no DOI — not checked10.1016/j.clay.2017.09.019_bb0180
no DOI — not checkedRecent trends in the evaluation of cementitious material in radioactive waste disposal
no DOI — not checkedUniformity of density of compacted fibre reinforced clay soil samples prepared by static compaction
no DOI — not checkedPlastic limit and compaction characteristics of fine-grained soils
no DOI — not checkedEffect of lime on highly plastic clay with special emphasis on aging
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