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Journal ArticleDOI

Effectiveness of Portland Cement and Lime in Stabilizing Clay Soils

Jan R. Prusinski, +1 more
- 01 Jan 1999 - 
- Vol. 1652, Iss: 1652, pp 215-227
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TLDR
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.
Abstract
Pavement subgrades constructed with clay soils can cause significant pavement distress because of moisture-induced volume changes and low subgrade support values. Lime is well known for its ability to stabilize plastic clays; however, portland cement also provides highly effective clay stabilization, usually with the added benefit of higher strength gain. Stabilizing clays with cement or lime can improve subgrade properties at a lower cost than either removing and replacing material or increasing the base thickness to reduce subgrade stress. The clay soil stabilization mechanism for the calcium-based stabilizers portland cement and lime is reviewed. These materials modify soil properties through cation exchange, flocculation and agglomeration, and pozzolanic reaction. Additionally, cement provides hydration products, which increase the strength and support values of the subgrade materials as well as enhance the permanence of the treatment. Comparative laboratory and field performance studies by others, fo...

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Citations
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Journal ArticleDOI

Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil

TL;DR: In this article, the impact of cyclic wetting and drying on swelling behavior of lime-stabilized clayey soils has been investigated, and the results showed that the initial effect of lime stabilization was lost after the first cycle and the swelling potential increased at the subsequent cycles.
Journal ArticleDOI

Fundamentals of soil stabilization

TL;DR: In this article, the authors addressed the some fundamental and success soil improvement techniques used in civil engineering field and addressed the failure to identify the existence and magnitude of expansion of these soils in the early stage of project planning.
Journal ArticleDOI

Stabilization treatment of soft subgrade soil by sewage sludge ash and cement.

TL;DR: The study shows that the unconfined compressive strength of specimens with the ISSA/cement addition was improved to approximately 3-7 times better than that of the untreated soil; furthermore, the swelling behavior was also effectively reduced as much as 10-60% for those samples.
Journal ArticleDOI

Soil and clay stabilization with calcium- and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques

TL;DR: In this paper, the state of the practice in stabilization techniques and challenges is presented with a discussion, and available studies regarding the effects of various types of stabilizing agents on the engineering and geotechnical properties of stabilized soils are reviewed.
Journal ArticleDOI

Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer

TL;DR: The potential of using a binder for stabilization of expansive soils that consists of a mixture of fly ash and ground granulated blast furnace slag (GGBS) is evaluated in this article.
References
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Journal ArticleDOI

Applied Clay Mineralogy

Ralph E. Grim
- 01 Nov 1962 - 
TL;DR: In this paper, applied clay mineralogy is studied in the context of meteorology and geology, and the authors propose a method to find the underlying structure of the clays.
Journal Article

A quick test to determine lime requirements for lime stabilization

TL;DR: In this paper, the authors describe the reaction of LIME and soil to changes in the PLASTICITY, SWELL, SHRINKAGE or COMPRESSIVE STRENGTH of the soil.
Journal ArticleDOI

Transformation of Clay Minerals by Calcium Hydroxide Attack

TL;DR: Calcium hydroxide was allowed to react with various clays, other silicates, and quartz at slightly elevated temperatures for several months, and the reaction products were examined by X-ray diffraction, DTA, and electron microscopy, and were shown to be poorly-crystallized calcium silicate hydrates of the tobermorite family.
Journal Article

Reactions accompanying stabilization of clay with cement

A Herzog, +1 more
TL;DR: In this paper, the authors conducted an exploratory study of the effect of C3S on the stability of the structure of a clay-cement with PORTLAND CEMENT.
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