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Performance of soil stabilization agents

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TLDR
In this paper, the performance of lime, cement, Class C fly ash, portland cement and Permazyme 11-X were compared with a wide range of soils.
Abstract
Poor subgrade soil conditions can result in inadequate pavement support and reduce pavement life. Soils may be improved through the addition of chemical or cementitious additives. Such chemical additives range from waste products to manufactured materials and include lime, Class C fly ash, portland cement and proprietary chemical stabilizers. These additives can be used with a variety of soils to help improve their native engineering properties. This report contains a summary of the performance of lime, cement, Class C fly ash, and Permazyme 11-X used with a wide range of soils. Each of the chemical additives tested is designed to combine with the soil to improve the texture, increase strength and reduce swell characteristics. These products were combined with a total of eight different soils with classifications of CH, CL, ML, SM, and SP. Durability testing procedures included freeze-thaw, wet-dry, and leach testing. Atterberg limits and strength tests were also conducted before and after selected durability tests. Changes in pH were monitored during leaching. Relative values of soil stiffness were also tracked over a 28-day curing period using the soil stiffness gauge. Lime and cement stabilized soils showed the most improvement in soil performance for multiple soils, with fly ash treated soils showing substantial improvement. The results showed that for many soils more than one stabilization option may be effective for the construction of durable subgrades. The enzymatic stabilizer did not perform as well as the other stabilization alternatives. It is recommended, based on the results of this research, that some testing of the contribution of proposed stabilization agents be conducted prior to construction. For pavement designs that expect a relatively limited strength contribution from the soil, the primary anticipated benefit of stabilization is generally the control of volume change.

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Citations
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Journal ArticleDOI

Soil Stabilization Using Lime: Advantages, Disadvantages and Proposing a Potential Alternative

TL;DR: In this article, Magnesium oxide/hydroxide are proposed as a suitable alternative stabilizer to overcome at least some of the disadvantages of using lime in soil stabilization, and a fluctuation behavior was observed on the influence of lime on soil permeability.
Journal ArticleDOI

Combination of vacuum preloading and lime treatment for improvement of dredged fill

TL;DR: In this paper, a combination of vacuum preloading and lime treatment is proposed to address the issue of clogging around the prefabricated vertical drains (PVDs), where a certain percentage of hydrated lime (Ca(OH) 2 ) is added into the dredge fill slurry to enhance the engineering properties of the fill, such as the shear strength and permeability.
Journal ArticleDOI

Experimental study on stabilization of a low plasticity clayey soil with cement/lime

TL;DR: In this paper, the effects of two types of additive for the soil (i.e., lime/cement) on the geotechnical and engineering properties of the soil are studied.

Use of Cement Kiln Dust for Subgrade Stabilization: Final Report

TL;DR: In this paper, the performance of a wide range of soils treated with pre-calciner cement kiln dust (CKD) was compared to those treated with other additives, while performance was not as good in freeze thaw testing.
Journal ArticleDOI

Effect of Three Bioenzymes on Compaction, Consistency Limits, and Strength Characteristics of a Sedimentary Residual Soil

TL;DR: In this paper, three types of bioenzymes from three different countries were used to improve Universiti Kebangsaan Malaysia (UKM) soil, and the effect of the three types on Atterberg limits, compaction characteristics, and unconfined compressive strength was studied.
References
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Book

Geotechnical Engineering: Principles and Practices

TL;DR: Notions and Units of Measurement 1 Introduction to Geotechnical Engineering 2 Engineering Geology 3 Site Exploration and Characterization 4 Soil Composition 5 Soil Classification 6 Excavation, Grading, and Compacted Fill 7 Groundwater -- Fundamentals 8 Groundwater-- Applications 9 Geoenvironmental Engineering 10 Stress 11 Compressibility and Settlement 12 Rate of Consolidation 13 Strength 14 Stability of Earth Slopes 15 Dams and Levees 16 Lateral Earth Pressures and Retaining Walls 17 Structural Foundations 18 Difficult Soils 19 Soil Improvement 20
Journal ArticleDOI

Effectiveness of Portland Cement and Lime in Stabilizing Clay Soils

TL;DR: In this paper, the authors reviewed the clay soil stabilization mechanism for the calcium-based stabilizers portland cement and lime and found that these materials modify soil properties through cation exchange, flocculation and agglomeration, and pozzolanic reaction.
Book

Stabilization of Pavement Subgrades and Base Courses with Lime

TL;DR: In this article, the authors provide a reference on the state of the art in lime stabilization of subgrade soils, subbases and base courses used primarily in roadway and airfield construction.
Journal Article

Mechanisms of soil-lime stabilization

TL;DR: In this article, the authors reviewed the role of PHYSICO-CHEMICAL and CHEMICAL reactions responsible for the slow development of strength in SOIL-LIME systems.
Journal ArticleDOI

Measured Effects of Liquid Soil Stabilizers on Engineering Properties of Clay

TL;DR: In this paper, the results of laboratory soil tests were conducted to measure changes in the engineering properties of five clay soils when treated with three liquid chemical products (ionic, polymer, enzyme types).