durable mixes of soil quarry dust can be achieved by adding lime. Deepiya, et al. (2004) investigated about the effect of utilizing quarry dust and lime for stabilization of clay soils. The …
In this paper the experimental results obtained in the laboratory on expansive soil treated with low cost material (quarry dust) are presented. A study is carried out to check the improvements in the properties of expansive soil with addition of …
Incorporating quarry dust in soil stabilization provides an opportunity to address these environmental concerns while potentially improving the geotechnical properties ... properties of cement stabilised white clay-quarry dust mixtures. For white clays classified under A-7-5, it was observed that optimum mixtures can be obtained for
The present study aimed to investigate the effect of Limestone Calcined Clay Cement (LC 3) on the stabilization of clay soils for applications in road construction. Clay soil was mixed with quarry dust to reduce the clay content and save cement. The mixture was stabilized using LC 3 and OPC separately in proportions of 1 %, 3 % and 5 %. The ...
B. Geotechnical properties of quarry dust and mix Grain size analysis of crusher dust and soil mixed with different proportions of lime conducted as per IS: 2720 (part 4)-1985 in this study is specified in Fig. 2 and Fig. 3. The value of specific gravity determined for …
Download Citation | STABILIZATION OF EXPANSIVE SOIL WITH EGG SHELL POWDER AND QUARRY DUST | I S S N 2 3 2 1-8 0 7 X V o l u m e 1 2 N u m b e r 2 3 J o u r n a l o f A d v a n c e s i n c h e m i ...
Weak Soil Stabilization using Different Admixtures- A Comparitive Study . × ... Jayapal.J(2014).,Stabilization of korattur clay with quarry dust for effective utilization in flexible pavement, International Journal of Engineering Research and Technology,Vol.3 Issue 9,p.462-468. 8. Anonymous:IS: 2720 (Part 16) – 1987. Laboratory determination ...
Quarry dust proved to be a promising substitute for sand and can be used to improve the engineering properties of soils. The dry density increased with the addition of quarry dust with attendant decrease in the optimum moisture content. The Quarry Dust used was collected from a RMC (ARASUR) Figure 4.3 Quarry Dust 5.0 Properties of Clay Soil
These tests are to be conducted at both nonstabilized and stabilized states by adding 2%, 4%, 6%, 8% and 10% of lime in addition with 5%, 10%, 15%, 20% and 25% of quarry dust. The results show the effect of quarry dust and lime on geotechnical properties of the soil samples strength.
The properties of marine clay, ferric chloride and Quarry dust are presented. The cyclic plate load tests were conducted on untreated, treated and reinforced model flexible pavements.
Stabilization using solid... | Find, read and cite all the research you need on ResearchGate ... made the soil-quarry dust mixes durable. ... Preparation of Clay L iners," Engineering Geology ...
Quarry dust exhibit high shear strength for the benefit of Geotechnical material. Egg Shell powder composition is similar to that of lime so it increases the soil stabilization. In this project sample of clay in Neelambur (Coimbatore) made the basic test for that soil sample. After analyzing the properties from the sample, Quarry dust has been ...
Keywords-CBR, Cement, Deltaic marine clay, Quarry Dust, Stabilization METHODS / APPROACH The soil sample used in this study was INTRODUCTION Government Area of Rivers State.
proportion of quarry dust as 10% and 20% by weight of cement, it has been observed that the optimum replacement level of cement using quarry dust as a stabilization material is about 10%. From the experimental investigation conducted, the following conclusions can be made: 1) It was found that the mix which contains laterite soil
Quarry dust used for treating expansive clay for road foundation was found to inhibit the swelling properties of clay and an economical for natural soil stabilization for road construction [23]. ...
from 1.75% to 7.05% with the addition of 40% quarry dust, and compaction parameters. The study highlighted the addition of quarry dust to black cotton soil, which reduces its expanding nature. Similarly, [20] explored the impact of quarry dust as a stabilizer for expansive soils, revealing
with addition of 5%, 10% and 15 % of Quarry Dust to soil sample after result analysis, obtained keeping Quarry Dust 15% constant and addition of Foundry sand 5%, 10%, 15% and 20%. After test results the maximum CBR Value found at 15% Quarry Dust and 15% Foundry Sand. Dumping of these waste materials is
When poor quality soil is available at the construction site, the best option is to modify the properties of the soil. This has managed to the improvement of the soil stabilization techniques.The feasibility of using quarry dust to investigate the possibility of stabilization of soil using lime and quarry dust. Soil stabilization incorporates the various methods employed for …
PDF | On Aug 1, 2014, Arun Kumar and others published SOFT SUBGRADE STABILIZATION WITH QUARRY DUST-AN INDUSTRIAL WASTE | Find, read and cite all the research you need on ResearchGate
From the experimental results, addition of the Quarry dust to the soil reduces the clay content and thus increases the percentage of coarser particles, reduces the Liquid limit by 26.86% and plasticity index by 28.48% of unmodified soil and OMC of soil is decreased by 36.71%, Maximum dry density of soil is increased by 5.88% by addition of (40% ...
The test results show that quarry dust admixture steadily improved the plasticity index of cement stabilized soil through the reduction in plasticity index. The maximum dry …
This study proposes a novel approach by integrating geopolymerized bagasse ash (GBA) and geopolymerized quarry dust (GQD) along with shredded facemasks (FM) for the balanced amelioration of fat clay. Extensive geotechnical testing and mineralogical and microstructural analyses were conducted to assess the performance of the proposed multi …
Vol. 18 [2013], Bund. Q 3491 0 1530 4560 75 0 5 10 15 20 25 OMC(%) Flyash- Quarry dust(%) y = -0.0897x + 20.848 R² = 0.992 Figure 2: Effect of Fly ash - Quarry dust on OMC of soil Figure 3 shows ...
clay-quarry dust and clay-sand mixes of present investigation with that of naturally occurring ... and the DM is only able to satisfy the construction guidelines upon stabilization with the quarry ...
drawn from this investigation is such as that quarry dust and waste plastic fibre can be used as a effective stabilizing agent in stabilization of clayey and red soil for utilizing it in a pavement. 1.
considering the replacement of clay (2.78) with higher specific gravity QD (2.89).With increase in percentage of quarry dust the OMC of soil goes on decreasing. This is attributed to the reduction in clay content of soil by replacement with quarry dust which have less attraction for …
Performance of Recron-3S Fiber with Quarry Dust in Expansive Soil Stabilization P. Sai Venkata Bharath1, K. Jyothi Raju2, Dr. D S V Prasad3, ... samples, unconfined compressive strength of Clay soil is increased by 7 times with admixture stabilization and 9 times for admixture with fiber modification with respect to plain
3.1 MDD and OMC for Intermediate Compressibility Clay (C) - Quarry Dust Mixes. Figure 12(a) and (b) represent the variation of MDD and OMC respectively with quarry dust content of different gradations for various intermediate compressibility clay-quarry dust mixes. It was observed that with increase in respective quarry dust content in mixes C-Q1, C-Q3 and C …
Proper waste disposal is of great importance in both rural and urban areas. This study discussed the suitability of waste material that is quarry dust for stabilization of expansive soil. Quarry dust is mixed with expansive soil sample in different proportions and their influence on geotechnical properties of expansive soil were studied.
The purpose of this investigation was to evaluate the suitability of quarry dust and cement for stabilization of Niger Deltaic Marine clay. The soil sample was classified in the laboratory, and ...
Amount of clay content plays a major role in the variation of consistency limits. It is found that liquid limit decreases from 55% to 48% while the plastic limit reduces from 26% to 24% at the Quarry dust 20% Changes are marginal for MDD of quarry dust treated soil which is from 1.486 gm/cm3 to1.78 gm/cm3