2017
DOI: 10.21660/2017.39.28994
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Study on Strength Behavior of Cement Stabilized Sludge Reinforced With Waste Cornsilk Fiber

Abstract: This study was carried out to investigate the strength behavior of cemented sludge reinforced with cornsilk fiber considered as a by-product from corn. Hence, a series of unconfined compression test was conducted at different levels of water, cement, and fiber content. Water contents considered in this study were 40, 50, and 60%; cement content used for sludge stabilization was changed from 5 to 40 kg/m 3 ; meanwhile, fiber content was used at different levels from 5 to 30 kg/m 3 . In addition, the relationshi… Show more

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Cited by 11 publications
(7 citation statements)
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“…Meanwhile, quicklime is a retarding material whose strength increases slowly after 7 days, and the total strength generally takes 5-10 years to reach a stable value; therefore, the internal friction angle and cohesion C of the quicklime-improved soil increase slowly. Similar observations have been reported while studying the effect of lime on other soils [2,53].…”
Section: Shearing Characteristicssupporting
confidence: 88%
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“…Meanwhile, quicklime is a retarding material whose strength increases slowly after 7 days, and the total strength generally takes 5-10 years to reach a stable value; therefore, the internal friction angle and cohesion C of the quicklime-improved soil increase slowly. Similar observations have been reported while studying the effect of lime on other soils [2,53].…”
Section: Shearing Characteristicssupporting
confidence: 88%
“…[13] (1) The unconfined compressive strength of cement-modified red sandstone increases with the increase in cement content, curing age and compactness. (2) There is an optimal lime content in the strength of lime modified red sandstone. Lime [14] There is optimal lime content to improve the characters of red sandstone residual soil.…”
Section: Additives Reference Findingsmentioning
confidence: 99%
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“…The failure strength value obtained from the UCS test is explained in accordance with the addition of EFB and cement amount and the variative length of EFB with different water content. The previous study explained that the additive amount of the fiber materials, such as paper debris, corn silk, and rice straw [5], and corn silk [6] significantly increased the failure strength. The relationship between additive amount of EFB and cement in water content of 60% is shown in figure 2.…”
Section: The Effect Of the Addition Of Efb Amount To Ucs Testmentioning
confidence: 99%
“…Some scholars have used corn silk fiber, a byproduct of corn, to enhance the strength behavior of colloidal sludge and confirmed that corn silk fiber improves the failure strength, failure strain, ductility, and stiffness. 91 Therefore, on the basis of the inherent characteristics of materials, the scope of raw materials can be expanded to include more types of agricultural and forestry byproducts, thus realizing “waste–waste combination” with local materials. For example, wheat, rice and cotton straw 92,93 are widely available in Chinese farmland, but due to their flammability, 94 their application is greatly limited.…”
Section: Countermeasures and Prospects Of Addressing Problemsmentioning
confidence: 99%