Effects of Ceramic Waste, Marble Dust, and Cement in Pavement Sub-base Layer

Deboucha, Sadek; Mamoune, Sidi Mohamed Aissa; Sail, Yacine; Ziani, Hocine

doi:10.1007/s10706-020-01211-x

Cited by 20 publications

(16 citation statements)

References 16 publications

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“…WMD is a non-plastic material, and the water-holding capacity of soil mix increases with the addition of WMD, confirming the findings of Zhang et al (2009) [44], which results in increased OMC. A similar decrease in MDD was reported by Deboucha et al (2020) [23] with a 5% addition of marble dust in fine grained soil. OMC increased from 10.78% to 12.96%.…”

Section: Effect Of Wmd On Omc and Mddsupporting

confidence: 85%

“…The utilization of WMD appears to be a solution to the environmental problems and will decrease construction costs and storage, handling problems associated with waste material [22]. Deboucha et al (2020) investigated the effect of marble dust and ceramic waste on the performance of road sub-base layer in terms of CBR, MR, and MDD. The study concluded that MD and CW combined with a small amount of OPC could be an effective alternative for soil stabilization for use in the sub-base layer of roads [23].…”

Section: Introductionmentioning

confidence: 99%

“…Deboucha et al (2020) investigated the effect of marble dust and ceramic waste on the performance of road sub-base layer in terms of CBR, MR, and MDD. The study concluded that MD and CW combined with a small amount of OPC could be an effective alternative for soil stabilization for use in the sub-base layer of roads [23]. Moghadam and Hadiani (2018) stabilized the excavated material containing demolished building materials using cement and lime with 1.5 to 3.5% replacement.…”

Section: Introductionmentioning

confidence: 99%

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Soil Improvement Using Waste Marble Dust for Sustainable Development

et al. 2021

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The soils which show very high shear strength in a dry state but rapidly lose their strength on wetting are known as collapsible soils. Such rapid and massive loss of strength produces severe distress leading to extensive cracking and differential settlements, instability of building foundations, and even collapse of structures built on these soils. Waste marble dust is an industrial byproduct and is being produced in large quantities globally poses an environmental hazard. Therefore, it is of the utmost need to look for some sustainable solution for its disposal. The present study focused on the mitigation of the collapse potential of CL-ML soil through a physio-chemical process. The soil is sensitive to wetting, warranting its stabilization. Waste marble dust (WMD) in varying percentages was used as an admixture. The study's optimization process showed that geotechnical parameters of collapsible soil improved substantially by adding waste marble dust. Plasticity was reduced while Unconfined Compressive Strength (UCS) significantly increased while swelling was reduced to an acceptable limit. The California Bearing Ratio (CBR) also exhibits considerable improvement. This study appraises the safe disposal of hazardous waste safely and turns these into suitable material for engineering purposes. Doi: 10.28991/cej-2021-03091746 Full Text: PDF

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Section: Effect Of Wmd On Omc and Mddsupporting

confidence: 85%

Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

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Soil Improvement Using Waste Marble Dust for Sustainable Development

et al. 2021

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“…The soil stabilization method using waste has previously been carried out using a steel slag [7] using variations of 0%, 5%, 10%, 15%, 20%, curing time 0, 3, 14, 28 days, then adding marble powder with the variation is 0, 2%, 3%, 4%, 5% [8]. On the other hand, Aysegul Yorulmaz [9] added marble dust waste material, variations of 5, 10, 20, 30, and 50%, and curing times (0, 7, 30, and 60 days).…”

Section: Introductionmentioning

confidence: 99%

The Influence of Marble Waste Powder on Clay Soil Stabilization

Kusuma¹,

Mina²,

Fathonah³

et al. 2023

Int. J. Adv. Sci. Eng. Inf. Technol.

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Soil properties are critical in building and road construction, which often causes problems, particularly for clay-type soil. The poor condition of clay soil is indicated by its high plasticity, low shear strength, high volume changes, and high shrinking properties. In the current work, marble waste powder (MWP) was used as an additive to stabilize the soil. The investigation aims to study the effect of the weight percentage of MWP addition and to cure time on the soil stabilization properties. Soil samples were taken from Jalan Masjid Priyayi, Kasemen, and Serang. Variations of marble powder waste were 0, 7, 17, and 27%-wt with a curing time of 0, 7, 14, and 28 days. The soil tests were performed for sieve analysis, soil density, moisture content, Atterberg (liquid limit), soil compaction, and unconfined compressive strength (UCS) tests. The study results found that the soil was categorized as OH-type organic clay with high plasticity according to the Unified Soil Classification System (USCS) classification. The plasticity index value decreased with the increase in the content of MWP. The effect of curing time is highly influential in increasing the UCS value. The longer the curing time, the higher the UCS value. The highest UCS value obtained after adding 7% MWP with 28 days of curing was 3.427 kg/cm 2 from only 0.749 kg/cm 2 in the clay soil before mixing with MWP. The addition of low-cost MWP effectively improves clay soil stabilization.

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“…Numerous approaches are offered for increasing the bearing capacity of soil, particularly soft soil. Cement is one of them [1][2][3][4][5][6][7][8][9][10]. The more cement used, the higher the strength of the soil-cement mixture.…”

Section: Introductionmentioning

confidence: 99%

Stabilization of Soft Clay from Bukit Rawi using Portland Composite Cement

Arifin

Rahmah

2022

IOP Conf. Ser.: Earth Environ. Sci.

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One method for stabilizing soft clay is to mix it with cement. Portland composite cement (PCC) is a cement produced by grinding together portland slag and gypsum with one or more inorganic materials that is suitable for stabilization of soft soils. The purpose of this study was to mix soft clay from Bukit Rawi, Central Kalimantan with PCC, which was then tested for unconfined compression strength (UCS) and the California Bearing Ratio (CBR) to see if it could be used as a road subgrade. Soft soil from Bukit Rawi was mixed with PCC with percentages of 6%, 8%, 10%, and 12% on a dry weight basis. The mixture was tested by Proctor standard compaction to obtain the optimum moisture content and maximum dry density. At these optimum conditions, UCS and CBR tests were carried out. The findings reveal that adding PCC to Bukit Rawi soil enhances UCS and CBR, which were previously 3.47% of CBR and 0.67kg/cm2 of UCS. The addition of PCC with a level of 2‒3% is planned for field application, because it is considered capable of fulfilling the requirements as a subgrade layer with a CBR of 15%. Furthermore, 12 percent PCC is required in the combination as a foundation (minimum 20kg/cm2 of UCS).

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Effects of Ceramic Waste, Marble Dust, and Cement in Pavement Sub-base Layer

Cited by 20 publications

References 16 publications

Soil Improvement Using Waste Marble Dust for Sustainable Development

Soil Improvement Using Waste Marble Dust for Sustainable Development

The Influence of Marble Waste Powder on Clay Soil Stabilization

Stabilization of Soft Clay from Bukit Rawi using Portland Composite Cement

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