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Geophysical use of quarry dust (as admixture) as applied to soil stabilization and modification-a review

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TLDR
In this article, a review on the use of quarry dust in geotechnical engineering and in cement stabilization of soils during pavement construction is presented. And the authors expose those qualities and applications that make quarry dust a good replacement or admixture during soil improvement and for a more economic approach.
Abstract
The availability of build able land is fast drifting away each day due to scarcity of lands with good natural bearing capacity. This leads to construction of buildings on poor soils which eventually lead to structural foundation failures. It has become very imperative to improve soils or the quality of grounds by the adoption of suitable improvement methods depending on the materials available. However, during soil or ground improvement, cost effectiveness is one of the major factors considered cardinal. Consequent upon this, there is a paramount need to adopt the use of admixtures during cement/soil improvement or stabilization. This necessitated the review on a very important admixture in geotechnical engineering and in cement stabilization of soils during pavement construction. However, quarry dust which is a waste product from aggregate production could replace some proportions of sand/soil. This admixture not only replaces some proportions of soil for cost effective soil improvement but according researches carried over the years on this waste product, improves the geophysical properties of the joint mixture; cement/soil/quarry dust. Since the introduction of quarry dust improves the engineering behavior of soils, this review work exposes those qualities and applications that make quarry dust a good replacement or admixture during soil improvement and for a more economic approach. The present review also gives researchers and geotechnical engineers a clue on the application of quarry dust and the limit for its usage.

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Citations
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Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil

TL;DR: In this paper, Scheffe's second degree polynomial was used to formulate models for predicting the swelling potential, California bearing ratio, unconfined compressive strength and loss of strength on immersion durability of quarry dust treated soil.
Journal ArticleDOI

Durability of nanostructured biomasses ash (NBA) stabilized expansive soils for pavement foundation

TL;DR: In this paper, the effect of NBA on the durability of hydraulically bound cemented lateritic soil was investigated and results showed that the natural soil was an A-stable soil.
Journal ArticleDOI

Rheology of mechanical properties of soft soil and stabilization protocols in the developing countries-Nigeria

TL;DR: In this paper, the authors highlight on the available techniques and procedures of soil stabilization and to keep geotechnical engineers in the developing world abreast of the cheaper technologies with respect to soil stabilization.
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Review on the role of solid waste materials in soft soils reengineering

TL;DR: In this paper, the authors tried to outline selected solid waste materials from which geomaterials utilized in the stabilization of soft soils are derived by direct combustion or crushing, and the utilization of these derivatives, which serve as alternative cement in stabilizing soft soils presents construction methods devoid of CO2 emission.
Journal ArticleDOI

Impact of rice husk ash (RHA) and nylon fiber on the bearing capacity of organic soil

TL;DR: In this paper, the impact of RHA and nylon fiber on strength properties of organic soil, standard proctor compaction, unconfined compressive strength (UCS), unsoaked and soaked CBR tests were conducted first on the soil samples partially replaced by RHA with dose 0, 5, 10, 15, 20% and then soil plus optimum percent of rHA and different content of nylon fiber (0.3%, 0.5, 0.7, 1, 1.2%).
References
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Utilization of Quarry Dust to Improve the Geotechnical Properties of Soils in Highway Construction

TL;DR: In this article, the effect of addition of quarry dust on properties of red earth and two different cohesive soils; viz. kaolinite, Cochin marine clay was studied in detail.
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Effect of replacement of lateritic soils with granite fines on the compressive and tensile strengths of laterized concrete

TL;DR: In this paper, the compressive and tensile strength of laterized concrete with varying percentages of granite fine was investigated and the results showed that for different mix proportions (1:1:2, 1:1.5:3, 1 :2:4 and 1:3:6) maximum compressive strength values were obtained for laterised concrete containing 50% granite fine, however, the tensile strengths obtained fall within the range of values (1.44-2.0 N/mm 2 ) given for grade 30 concrete.
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Effect of varying sand content in laterized concrete

TL;DR: In this paper, the compressive strength of 1:1 1 2 2 :3 was obtained at 28 days for this mix with laterite content of about 25-50%. And the modulus of elasticity of the recommended mix of laterized concrete may be as high as 18-20 kN/mm2 if the mix is well controlled.
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Shear strength studies on soil-quarry dust mixtures

TL;DR: In this article, the authors investigated the shear strength behavior of soil-quarry dust mixes in the context of rubble quarries and aggregate crushers and found that about 20 to 25% of the total production in each crusher unit is left out as the waste material-quarrier dust.
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Long-term deformations of laterized concrete short columns

TL;DR: In this paper, a comparative study of long-term deformations of laterized and normal concrete short columns under sustained loading was performed. But the results showed that there was not much variation between the creep deformations between laterized, normal and sealed and unsealed short columns.
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