Relevant bibliographies by topics / Plasticity Index; Bulk Density and Specific Density

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  1. Journal articles
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  3. Conference papers

Academic literature on the topic 'Plasticity Index; Bulk Density and Specific Density'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Plasticity Index; Bulk Density and Specific Density"

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Alphonso Nwabueze Nwachukwu. "Assessing changes in selected Geotechinical properties of clay soil contaminated with diesel oil." World Journal of Advanced Research and Reviews 23, no. 3 (2024): 161–66. http://dx.doi.org/10.30574/wjarr.2024.23.3.2609.

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This research work studied the impact of diesel oil contamination on the geotechnical properties of clay soil, which is crucial for understanding how such contamination can affect soil behavior in construction and environmental contexts. A series of tests were conducted to analyze key properties, including liquid limit (LL), plastic limit (PL), plasticity index (PI), specific gravity, bulk density, maximum dry density (MDD), and optimum moisture content (OMC) across various levels of diesel contamination. The findings reveal significant changes in the soil’s characteristics due to diesel conta
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Alphonso, Nwabueze Nwachukwu. "Assessing changes in selected Geotechinical properties of clay soil contaminated with diesel oil." World Journal of Advanced Research and Reviews 23, no. 3 (2024): 161–66. https://doi.org/10.5281/zenodo.14909215.

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This research work studied the impact of diesel oil contamination on the geotechnical properties of clay soil, which is crucial for understanding how such contamination can affect soil behavior in construction and environmental contexts. A series of tests were conducted to analyze key properties, including liquid limit (LL), plastic limit (PL), plasticity index (PI), specific gravity, bulk density, maximum dry density (MDD), and optimum moisture content (OMC) across various levels of diesel contamination. The findings reveal significant changes in the soil’s characteristics due to diesel
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Stephen, J. Mallo, and A.Umbugadu Alu. "GEOTECHNICAL STUDY OF THE PROPERTIES OF SOILS: A CASE STUDY OF NASSARAWA – EGGON TOWN AND ENVIRONS, NORTHERN NIGERIA." Continental J. Earth Sciences 7, no. 1 (2012): 40–47. https://doi.org/10.5281/zenodo.833425.

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The principal objective in geotechnical testing is to know the properties and behavior of soil as an engineering material. The performance of soil in engineering practice is greatly influenced by the natural environmental conditions and conditions imposed by construction of structures. The aim of soil testing is to obtain reasonably representative values of the soil properties that are reliable and have direct and significant bearing upon the solution of the practical problems involved especially in various aspects of civil engineering. This important more so that Nasarawa State is relatively
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O., Nweke Mathias, Ezeh Hilary N., Obasi Philip N., and Obasi Ikenna A. "Geotechnical Behavior of Clays from Ngbo Area, Eze-Aku Formation, Southeastern Nigeria in Construction." International Journal of Sciences Volume 4, no. 2015-03 (2015): 41–46. https://doi.org/10.5281/zenodo.3348869.

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Clays noted to be highly expansive belonging to Ezeaku Formation, southeastern Nigeria were characterized using the following geotechnical properties which included Grain size distribution, Atterberg limits, free swell, bulk density, specific gravity, cation exchange capacity (CEC), chemical composition. The chemical composition of the clays indicates low percentages of Na2O with fairly higher percentages of CaO and K2O. The clays are plastic with liquid limit (LL) of 58.8 to 72.8, plastic limit (PL) of 24.6 to 30.1 and plasticity index (PI) of 35.5 to 45.8. They classify as inorganic clays of
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Nagaraja, A., Dilmohan, Mohan Mohind, and Bhaskaran Bhavin. "Study on Compressed Stabilised Earth Blocks Using ALGIPLAST Admixtures." International Journal of Applied Engineering and Management Letters (IJAEML) 2, no. 2 (2018): 1–7. https://doi.org/10.5281/zenodo.1312209.

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One of the governing factors on which safety of civil engineering structure depends on is material used in construction. Materials used for the construction of walls are normally required to possess adequate strength and erosion resistance. The study investigates the suitability of stabilized laterite soils for the production of compressed earth blocks for low-cost housing construction. The materials which are used in this experiment is red soil and some chemicals. The results of the study revealed that the specific gravity, bulk density, moisture content, and plasticity index of the sample sh
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Bateman, J. C., and D. S. Chanasyk. "Effects of deep ripping and organic matter amendments on Ap horizons of soil reconstructed after coal strip-mining." Canadian Journal of Soil Science 81, no. 1 (2001): 113–20. http://dx.doi.org/10.4141/s00-105.

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Deep ripping is a common management technique used to shatter dense subsurface soil horizons that limit percolation of water and penetration of roots. Most studies have concentrated on the effects of deep ripping on subsoils, with few examining the effects on surface soil horizons. A study was conducted on reclaimed fields (undisturbed soil Albic Luvisol) at the Highvale coal mine approximately 80 km west of Edmonton, Alberta, Canada, with objectives to evaluate the effect of deep ripping, with and without the use of organic matter amendments, on the physical and chemical properties of Ap hori
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Herdiman Herdiman, Heru, and Dedi Budiman. "Stabilisasi Tanah Ekspansif Dengan Campuran Zeolite." JITSi : Jurnal Ilmiah Teknik Sipil 3, no. 1 (2022): 54–60. https://doi.org/10.36423/jitsi.v3i1.1075.

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Abstract— Expansive soil is a term used for soils that have a high potential for expansion or shrinkage due to changes in water content. The soil in Cilopang Village, Banjarwaringin Village, Salopa District, Tasikmalaya Regency is suspected of having expansive properties, judging by the visual nature and the facts on the road field which is located at every change of the rainy season the soil will expand and cause flooding and road collapses, whereas during the dry season the soil will shrinks and causes the ground to crack dry. This study aims to analyze the physical and mechanical properties
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Saputra, Deni Dwi, Dora Melati Nurita Sandi, and Zulis Erwanto. "Identifikasi Karakteristik Tanah Untuk Perencanaan Subgrade Pada Kecamatan Siliragung." Jurnal Rekayasa Sipil dan Lingkungan 5, no. 1 (2022): 81. http://dx.doi.org/10.19184/jrsl.v5i1.13711.

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The subgrade is an important part of highway construction. The strength and durability of pavement construction depend on the nature and bearing capacity of the soil. The soil tested was the most dominant soil in the Siliragung sub-district, namely reddish-brown latosol soil and lithosol and gray grumusol soil. Soil characteristic tests were carried out by sieve analysis, Atterberg limit, specific gravity, bulk density, sand cone, standard proctor, and laboratory CBR without soaking. The values ​​obtained from the results of testing the characteristics of the soil at the location of the Silira
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Ahmed, Ahmed, Yvan Gariepy, and Vijaya Raghavan. "Influence of wood-derived biochar on the compactibility and strength of silt loam soil." International Agrophysics 31, no. 2 (2017): 149–55. http://dx.doi.org/10.1515/intag-2016-0044.

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Abstract Biochar is proven to enhance soil fertility and increase crop productivity. Given that the influence of biochar on soil compaction remains unclear, selected physico-mechanical properties of soil amended with wood-derived biochar were assessed. For unamended silt loam, the bulk density, maximum bulk density, optimum moisture content, plastic limit, liquid limit, and plasticity index were 1.05 Mg m-3, 1.69 Mg m-3, 16.55, 17.1, 29.3, and 12.2%, respectively. The penetration resistance and shear strength of the unamended silt loam compacted in the standard compaction Proctor mold and at i
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Ayodele, Victor Alfred, Muyideen Alade Saliu, and Bidem Ogunyemi Olaoluwa. "Ceramic properties of clay deposits from Anambra Basin, South Eastern Nigeria." Mining of Mineral Deposits 16, no. 1 (2022): 19–23. http://dx.doi.org/10.33271/mining16.01.019.

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Purpose. To determine and evaluate some ceramic properties (plasticity index, linear shrinkage, porosity, and bulk density) of clay deposits from Anambra Basin of South Eastern Nigeria. Methods. Fifteen clay samples were collected by trenching methods. Samples were tested for plasticity index, linear shrinkage, loss on ignition, porosity, and bulk density using test standards developed by the American Society of Test and Materials. Result data were evaluated using tabulation and statistical graphs. Findings. Mean plasticity index of the samples range from 14.3 to 21.3. Mean linear shrinkage is
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Book chapters on the topic "Plasticity Index; Bulk Density and Specific Density"

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Mulla, D. J., and A. P. Mallawatantri. "Site-Specific Management of Flow and Transport in Homogeneous and Structured Soils." In Vadose Zone Hydrology. Oxford University Press, 1999. http://dx.doi.org/10.1093/oso/9780195109900.003.0019.

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Among research publications in soil science, few have had a greater impact than those by Nielsen et al. (1973) or Biggar and Nielsen (1976). According to Science Citation Index, the former paper, entitled “Spatial variability of field-measured soilwater properties,” has been cited by scientific peers over 390 times. The 1976 paper, entitled “Spatial variability of the leaching characteristics of a field soil,” has been cited over 232 times. Experimental work presented in both papers represents the first-ever attempt at a large field-scale study of steady-state water and solute transport (Wagen
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Conference papers on the topic "Plasticity Index; Bulk Density and Specific Density"

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Ashraf, Shameed, Rahmad Haidzar Muhamad Husin, and Fakhuma Ubaidillah Mohd Hafiz. "Effects of Well Cement Additive Particle Size and Density Towards Overall Blend Characterization." In IADC/SPE Asia Pacific Drilling Technology Conference. SPE, 2021. http://dx.doi.org/10.2118/201049-ms.

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Abstract Well cementing has evolved tremendously since its first application in the early 1900s. In the past, cement was mixed with water at the optimal ratio and combined with silica, bentonite, and additives according to the conditions of use. This simple formulation cannot serve the full breadth of oilfield applications. As a result, cement blend composition has evolved with advanced materials such as lightweight glass beads, cenospheres, polymeric beads, hematite, silica, manganese tetroxide, and many more. The wide variety of material used combined with poor understanding of the modern bl
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Ngom, M. B. "The relationship between the plasticity index, the friction angle and the cohesion of the soils in Jakarta during El Niño and La Niña cycles." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-56.

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Abstract. The Indonesian BMKG (Meteorology , Climatology and Geophysics Agency)'s 2009 study on forecasting an El Niño cycle in the same year in Indonesia was a major step forward in understanding and recognizing the various phenomena and factors that could be behind such an event[1]. This study is based on the measurement of air pressure variations between the various Indonesian waters and the Pacific Ocean, the main source of which is the temperature difference between these different areas .An El Niño or La Niña cycles has impacts that can influence soil conditions, so geotechnical studies
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Bustos, U., L. Cheung, H. Aghabarati, C. Okuku, and R. Das. "The Role of Hydrogen Index Independent Measurements and Nuclear Modelling in Thermal EOR Projects." In SPE Canadian Energy Technology Conference and Exhibition. SPE, 2025. https://doi.org/10.2118/224015-ms.

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Abstract Steam assisted gravity drainage (SAGD) is a technology used in Canada to extract bitumen from sandstone reservoirs. Steam is injected into the reservoir to rise and form a steam chamber. It heats up the bitumen, lower its viscosity and facilitates production. Among all the various initiatives, non-condensable gas (NCG) injection has been one of the most used elements to improve steam efficiency, particularly in mature operation and in reservoir with relatively higher water saturation. To evaluate SAGD operation efficiency, the understanding of saturation changes is important. In this
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