Use of Lime Kiln Dust to Improve Properties of Pavement Subgrades

Kakrasul, Jamal I.; Parsons, Robert L.; Han, Jie

doi:10.1007/s40891-022-00393-z

Cited by 6 publications

(1 citation statement)

References 12 publications

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“…An extensive field experiment was conducted to determine the characteristics of subgrade soils treated with LKD in pavements that had been in use for at least five years [6]. LKD reduced the plasticity and swelling potential of the treated soils and improved their durability against wetdry conditions [7].…”

Section: Introductionmentioning

confidence: 99%

Effectiveness of lime kiln dust on swelling of subgrade expansive soil

Eid,

Gomaa,

Galal

2024

Beni-Suef Univ J Basic Appl Sci

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Background The structure of flexible or rigid pavement built on expansive subgrade soil that has a volumetric change is vulnerable to many problems that might cause failure. Pavement and construction became more durable and economical by enhancing the quality of subgrade expansive soil. Solid waste recycling has become very popular recently as a means of attaining sustainable waste management, so using lime kiln dust (LKD), which is a by-product of quick lime production, to treat expansive soil in pavement subgrades. This research describes the effect of LKD on the chemical composition, strength, and swelling of high and low-plastic clay that were extracted from two sites. The minimum LKD required for treating expansive soils was determined by using the Eades and Grim pH test. From tests, it was found that the addition of LKD increased the shrinkage limit by a range (250–500)% and decreased the plasticity and swelling potential by between (50 and 100)% of expansive subgrade soils. The strength according to CBR, increased approximately by 150% for CL soil and 800% for CH soil. Results The optimal percentage of LKD for CH soil is 6%, and for CL soil, it is 2%. The plastic limit increased by 50% for CH soil at 6% LKD. On the other hand, CL soil became non-plastic at 4% LKD. With an increase in the percentage of LKD, it led an the increase in the shrinkage limit by 500% in CH soil and 250% in CL soil. The free swell decreased by 50% in CH soil and 100% in CL soil. The swelling pressure decreased by 50% for two expansive soils. CBR increased by 800% in CH soil and by 150% in CL soil. Conclusion This work found that the addition of LKD improves the physical, chemical, and mechanical properties of expansive subgrade soil.

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Section: Introductionmentioning

confidence: 99%