Engineering properties of expansive clayey soil stabilized with lime and perlite
Article Properties
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LanguageEnglish
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DOI (url)
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Publication Date2014/04/25
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Journal
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Indian UGC (journal)
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Refrences29
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Citations15
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Umit Calik
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Erol Sadoglu
Cite
Calik, Umit, and Erol Sadoglu. “Engineering Properties of Expansive Clayey Soil Stabilized With Lime and Perlite”. Geomechanics and Engineering, vol. 6, no. 4, 2014, pp. 403-18, https://doi.org/10.12989/gae.2014.6.4.403.
Calik, U., & Sadoglu, E. (2014). Engineering properties of expansive clayey soil stabilized with lime and perlite. Geomechanics and Engineering, 6(4), 403-418. https://doi.org/10.12989/gae.2014.6.4.403
Calik U, Sadoglu E. Engineering properties of expansive clayey soil stabilized with lime and perlite. Geomechanics and Engineering. 2014;6(4):403-18.
Journal Categories
Technology
Engineering (General)
Civil engineering (General)
Technology
Engineering (General)
Civil engineering (General)
Engineering geology
Rock mechanics
Soil mechanics
Underground construction
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Compaction and shear strength characteristics of colemanite ore waste modified active belite cement stabilized high plasticity soils | Engineering Geology |
| 46 | 2013 |
| 10.1061/(ASCE)GT.1943-5606.0000920 | Journal of Geotechnical and Geoenvironmental Engineering |
| 2013 | |
| Soil stabilisation with lime-activated-GGBS—A mitigation to flooding effects on road structural layers/embankments constructed on floodplains | Engineering Geology |
| 73 | 2012 |
| Behaviour and mineralogy changes in lime-treated expansive soil at 50°C | Applied Clay Science |
| 101 | 2010 |
| Effects of the use of fly ash as a binder on the mechanical behaviour of treated dredged sediments | Environmental Technology |
| 29 | 2009 |
Refrences Analysis
The category
Science: Geology 14
is the most frequently represented among the references in this article. It primarily includes studies from Engineering Geology The chart below illustrates the number of referenced publications per year.
Refrences used by this article by year
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
Building MLR, ANN and FL models to predict the strength of problematic clayey soil stabilized with a combination of nano lime and nano pozzolan of natural sources for pavement construction | International Journal of Geo-Engineering |
| 2024 | |
Determination of shear strength parameters of compacted high plasticity clay soils based on different laboratory tests | Turkish Journal of Engineering | 1 | 2022 | |
| An Investigation of the Effect of Curing Temperature on the Deformation Characteristics of the Stabilized Soil Layers Treated with Lime and Tuff Wastes with Response Surface Method | Iranian Journal of Science and Technology, Transactions of Civil Engineering |
| 2 | 2021 |
State-of-the-Art Review of the Applicability and Challenges of Microbial-Induced Calcite Precipitation (MICP) and Enzyme-Induced Calcite Precipitation (EICP) Techniques for Geotechnical and Geoenvironmental Applications | Crystals |
| 63 | 2021 |
Improvement of Physical-Chemical and Rheological Properties of Ghardaïa Loess (Southern Algeria) Using Bentonite Clay and Lime | Clays and Clay Minerals |
| 7 | 2020 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General) 9
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Estimation of shear strength parameters of lime-cement stabilized granular soils from unconfined compressive tests and was published in 2014. The most recent citation comes from a 2024 study titled Building MLR, ANN and FL models to predict the strength of problematic clayey soil stabilized with a combination of nano lime and nano pozzolan of natural sources for pavement construction. This article reached its peak citation in 2017, with 3 citations. It has been cited in 11 different journals, 18% of which are open access. Among related journals, the Geomechanics and Engineering cited this research the most, with 5 citations. The chart below illustrates the annual citation trends for this article.