2018
DOI: 10.21660/2018.44.7108
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The Effect of Void Ratio, Moisture Content and Vertical Pressure on the Hydrocompression Settlement of Copper Mine Tailing

Abstract: ABSTRACT:Copper mine tailing (CMT) has the potential to be used as embankment material but this waste material contains plasticity. Soils containing plasticity are highly reactive to any form of liquid and considered to have greater compressibility when exposed to water. As an embankment material, CMT is susceptible to different environmental condition which can cause significant settlement. One possible cause of volume loss is the compression due to wetting or hydrocompression. This study aims to determine th… Show more

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Cited by 9 publications
(6 citation statements)
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“…We perform a thorough analysis of the literature based on National Statistical Bureau of China, Sohu, and Chinese papers to collect the chemical compositions of 11 industrial waste types: iron and steel slag, , stainless steel slag, red mud, copper slag, , copper tailings, iron tailings, , gold tailings, , oily sludge, copper sludge, coal fly ash, and spent petroleum catalysts for the measurement. Besides, we also collected some industrial waste samples from the copper smelting industry in Shandong and Taishan gypsum plants in China.…”
Section: Methodsmentioning
confidence: 99%
“…We perform a thorough analysis of the literature based on National Statistical Bureau of China, Sohu, and Chinese papers to collect the chemical compositions of 11 industrial waste types: iron and steel slag, , stainless steel slag, red mud, copper slag, , copper tailings, iron tailings, , gold tailings, , oily sludge, copper sludge, coal fly ash, and spent petroleum catalysts for the measurement. Besides, we also collected some industrial waste samples from the copper smelting industry in Shandong and Taishan gypsum plants in China.…”
Section: Methodsmentioning
confidence: 99%
“…Slope failures occur frequently during or following a period of heavy rainfall [3]. The infiltration of rainwater causes a reduction in this negative pore water pressure and an increase in the soil unit weight (due to an increased saturation [4]), both of which have a destabilizing influence to the stability. The rainfall-initiated landslides continue to inflict damages and take the lives of many people at any place throughout the world.…”
Section: Rainfall Induced Landslidesmentioning
confidence: 99%
“…Other studies on settlement behavior and the comparison between the in-situ measured and numerically simulated settlements of test embankments can be found in [8][9][10][11][12][13]. Despite the fact that much effort has been made into comparing predicted and observed settlement, little has been known about the study on relationships between the aforementioned settlements and the thickness of soft soil and treatment depth, as well as the correlations between observed settlement and embankment height for various treatment solutions.…”
Section: Introductionmentioning
confidence: 99%