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Relevant bibliographies by topics / Soil stablization

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Academic literature on the topic 'Soil stablization'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 September 2023

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Journal articles on the topic "Soil stablization"

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Singh, Harpreet. "Stablization of Clayey Soil Via Lime and Plastic Fibre for Advanced Foundation Proposition." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (September 30, 2021): 172–80. http://dx.doi.org/10.22214/ijraset.2021.37941.

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Abstract: Soil is the most widely used and basic material for civil engineering. The soil is used for houses, walls, bridges and roads. The Earth provides various types of soil and varies in its properties, scale, composition and textures. The earth's soil is a natural fine grain rock that contains one or more minerals from Earth, which have metal oxides and traces of organic matter. Based on the structure, the clay has quite a range of characteristics. It's slow, and difficult to accelerate, and used for something small. This study is aimed at achieving soil engineering properties for subgrade. In the subgrade construction, waste plastic bottles are used from waste disposal and the application of raw waste soil reinforcement materials and tried to stabilize the clay soil in different strong lime percentages (2 percent, 4 percent, 6 percent, 8 percent, 10 percent, and 12 percent). Testing of the strength of the clay earth, like Maximum Dry Density (MDD) and California Bearing (CBR) was done at different plastic strip percentages. In order to measure improvements in technologies, the clay floor swelling index and the microscopic examination also are performed. Keywords: Clay soil, Lime, Plastic, fiber material.

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Nanda, Phoolwanti. "Black Cotton Soil Stabilization by Using Fly Ash - Kota Stone Slurry Mix." International Journal for Research in Applied Science and Engineering Technology 9, no. 11 (November 30, 2021): 1699–703. http://dx.doi.org/10.22214/ijraset.2021.39086.

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Abstract: The usage of waste material for stabilizing black cotton soil has been a sustainable interest. Kota stone slurry is a waste from kota stone and fly ash is a waste from industries containing high amount of sodium and magnesium, was used as a soil stabilizer for blac cotton soil improvement in this study. This research investigated the effects of sizes and percentages of kota stone slurry mix and fly ash on the physical and strength properties, which included particle size distribution, Atterberg limits, compaction, and unconfined compressive strength (UCS) of blac cotton soil. Micro structural characterization, including the scanning electron microscopic, energy dispersive X-ray spectroscopy, and X-ray diffraction was conducted on both untreated and treated black cotton soil samples to examine the mechanism of strength development. The addition of kota stone slurry and fly ash reduced the water holding capacity, which then caused the reduction in soil plasticity (from 18 to 11%) and optimum water content (from 20 to 16%) along with the increase in peak dry density (from 1.66 to 1.74 Mg/m3). The strength of black cotton soil may increased from 50 to almost 220 kPa. The optimum kota stone slurry and fly ash contents, providing the highest UCS, were at 20 and 30% for 0.063 mm kota stone slurry and fly ash and 0.15 mm kota stone slurry and fly ash, respectively. The UCS improvement of treated marine clay is attributed to the formation of cementation compounds, mainly aluminum magnesium silicate hydrate (A–M–S–H). The outcome of this research will allow the use of RBT as a low-carbon soil stabilizer across civil engineering applications. Keywords: Stablization, Fly ash, kota stone slurry, Atterberg limits, Compaction, and unconfined compressive strength

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Dissertations / Theses on the topic "Soil stablization"

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Parra, Jorge R. "Evaluation of uncertainties in the resistance provided by slender reinforcement for slope stablization /." free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p3137734.

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2

Nagpal, Vidhu JaiKishen. "In-situ steric stablization of ultrafine titania particles synthesized by a sol-gel process /." This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07282008-135003/.

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CHAUDHARY, RAHUL. "ENHANCING THE PROPERTIES OF SOIL BY STABLIZATION TECHNIQUE USING BASALT FIBER." Thesis, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/19083.

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Soil stabilization is the process of the alteration of the geotechnical properties to satisfy the engineering requirements. Numerous kinds of stabilizers were used as soil additives to improve its engineering properties. A number of stabilizers, such as lime, cement and fly ash, depend on their chemical reactions with the soil elements in the presence of water. Other additives, such as basalt fiber, plastic waste, wood chippers, rubber tyres pieces, sugarcane rusk ash, plant roots, depend on their physical effects to improve soil properties. In addition, it can be combined both of chemical and physical stabilization. In recent times, with the increase in the demand for infrastructure, raw materials and fuel, soil stabilization has started to take a new shape. With the availability of better research, materials and equipment, it is emerging as a popular and cost-effective method for soil improvement. This study provides details of advantages and disadvantages of using basalt fiber as soil stabilizer. The organic soils are unsuitable for construction works due to its low shear strength, high swelling potential and poor bearing capacity. These types of soils can be treated by stabilization and compaction methods. In this research, study on effective use of stabilization using basalt fiber in varying proportions and the main objective of this study is to increase the geotechnical properties of soil.

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4

Chuan, Lo Po, and 羅博全. "The Mechanical Characterization and Stablization of Dumped; Soils from Engineering Activity in Nan-Hwa Watershed." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/71852045725293995126.

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碩士
國立屏東科技大學
土木工程研究所
83
Nan-Hwa reservoir,at Nan-hwa county,is an important construction in southern Taiwan .The watershed of Nan- Hwa reservoir has 108.29 square Kilometers with 36 reeks. When the south 179 road being reconstructed , 24 disposal fields of waste soils along the road were plained. The study mainly explores the mechanical characteristics, stab ility and utilization of these waste materials disturbed by human activity in the mudstone areas. There are three parts in the study , including fields tests, laboratory experiments and GIS (Geographic Information System)/GPS (Global Position System) operations. The fields tests include dispoal fields of waste soil survey, geological investigation,field density and sieve analysis. The laboratory tests include compaction test, consolidation test , direct shear test, and basic soil mechanical characteristics investigation . Compaction tests in the study are based on ASTM D698-A or AASHTO T99-A method. According to preliminary judgment of the mechanical characteristics, the utilization of dumped soils can be used as the core of earth dam, road foundation, and road embankment materials. The results show that reused mater ials would work satisfactorily between 90% and 95% relative compaction. The main purpose of this study expects to offer a standard specification to evalute stabilization and reutili zation of the wasted materials resulting from mustone areas in the southwestern Taiwan.

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Books on the topic "Soil stablization"

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Yakueki Chūnyū ni Okeru Chūnyū Kōka no Yosoku Kakunin Shuhō ni Kansuru Shinpojūmu (1993 Doshitsu Kōgakkai). Yakueki Chūnyū ni Okeru Chūnyū Kōka no Yosoku Kakunin Shuhō ni Kansuru Shinpojūmu happyō ronbunshū. Tōkyō: Doshitsu Kōgakkai, 1993.

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2

United States. Environmental Protection Agency., ed. Silicate Technology Corporation's solidification/stablization of PCP and inorganic contaminants in soils ; Selma, CA. [Washington, D.C.?]: U.S. Environmental Protection Agency, 1995.

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Book chapters on the topic "Soil stablization"

1

Chaudhary, Manish, Mohit Rathore, Manoj Bhatt, and Deepak Verma. "The Stablization of Soil Using Treated Bagasse Ash." In Lecture Notes in Electrical Engineering, 397–415. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5313-4_37.

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