The test results for as Atterberg's limit, compaction characteristics, differential Free Swelling Index, Unconfined Compressive Strength obtained from the tests on expansive …
Standard Proctor Compaction Test. ... 20% quarry dust. The compaction also playsd a role to maintain relationship between the stress and strain . It gives high MDD by adding 20% of quarry dust with soil samples, and it was given in Table 2. The compaction process is done as per IS 2720, part 1–17, by taking soft soil and adding …
Test results generally indicated that the addition of quarry dust and lime to an amount not exceeding 5% quarry dust and 5% lime improved the suitability of the laterite soil as a …
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 density in most part of the test, improved with increase in percentage stabilizers blend for the individual corresponding optimum moisture content of the treated …
Liquid limit of the expansive % and the plastic limit the addition of quarry dust of liquid limit, 30.9 % to by adding 0% to 6% sodium in particle size and decrease. The Maximum Dry Density 20% blending of Quarry Sodium Hydroxide where (OMC) is decreasing with. The soaked CBR value dust increases from 1.25 greater than that of beyond decreased.
Quarry dust has been used as a pozzolana to enhance the improvements noticed in some of geotechnical properties of clayey soils, only with quarry dust are not adequate for its use in road work and foundation design. [1] conducted experiments with 10 %, 15% and 20 % of Granite waste and Quarry dust content in soil on tests
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 ... balance, and oven were utilized. The Compaction Test involved using a Standard Proctor compaction mould and hammer, balance, mixing tools (spoon, bowl), moisture cans ...
This paper presents the different test for black cotton soil with addition of quarry dust (i.e. 05%, 10%, 15%) such as Atterbergs Limit, Compaction Test, California Bearing Ratio Test and unconfined compressive strength Test and the satisfactory results were obtained up to the addition of 10% of quarry dust and beyond 10% amount of …
Abstract. The paper investigates the compaction and unconfined compressive strength (UCS) of bentonite-rock quarry dust (B-Q) mixtures for assessing the suitability of a cost-effective material for landfill liner. There is a criterion that the UCS of greater than 200 kPa is desirable for liner material for landfill applications to account for ...
Strength Behaviour of Expansive Soil Treated with Quarry …researchgate(PDF) Performance Evaluation of Quarry Dust Treated
WEBKeywords Compaction characteristics ·Quarry dust–red earth mix ... The test results revealed the dry density–water content relationship is comparatively flat at peak values, …
A concentration of 1% to 5% cement and 0% to 20% quarry dust was used to stabilize the soil. The analysis showed that the Quarry Dust and cement increased the maximum dry density (MDD) of the soil ...
Keywords Compaction characteristics ·Quarry dust–red earth mix ... The test results revealed the dry density–water content relationship is comparatively flat at peak values, and the effect of variation in water content from optimum moisture content on dry density is marginal [1]. A study involving the
A series of test viz. Compaction test & California bearing ratio tests were carried out. ... 30%, 40%, 50%, 60% and 70% of quarry dust on compaction and CBR are presented. Flexible pavement ...
Two types of compaction tests are routinely performed: (1) the standard Proctor test, and (2) the modified Proctor test. Each of these tests can be performed by using the three different methods, outlined in Table 6.1. In the standard Proctor test, the soil is compacted by a 5.5 lb. hammer falling from a distance of one foot onto a mold that is ...
V-funnel test and L-box test results were found to be satisfactory, i.e. passing ability, filling ability and Figure-4 and Figure -5 shows the segregation resistance are well within the limits only for mixes SCC_0%, …
According to the Proctor compaction test, the maximum dry density of the quarry dust sample was around 19.4 kN/m 3 and the optimum moisture content was around 8.32 %. ... Figure 6 shows the effect of vibrator application pattern on quarry dust compaction, observed in a circular container for various layer thicknesses.
Different samples/mixes of soil-lime–quarry dust were prepared by adding lime and quarry dust to soil. Lime added to mixes was 2 to 6% at an increment of 1% and quarry dust added was 0
the strength of the sub-grade the quarry dust is varied with different percentages i.e., 0%, 5%, 10%, 15%, 20% and 25%.In this study, Proctor's compaction tests, and CBR soaked and un-soaked tests are conducted on locally available soil …
Quarry dust was added to a fly ash from 0 to 60% at an increment of 10%, compaction and soaked CBR tests were conducted on fly ash-quarry dust mixes and the optimum percentage of quarry dust was found out to be 40%. Polypropylene fiber was added to fly ash stabilized with optimum percentage of quarry dust, from 0 to 1.5% at an increment …
The soil sample was tested through preliminary laboratory tests, Unconsolidated Undrained Triaxial test, Proctor Compaction, and California Bearing Ratio Tests. The additives (Quarry dust and ...
The compaction tests were carried out with three different compaction energies of BS Light compaction energy (BSL), BS Heavy compaction energy (BSH), and West African Standard (WAS) compaction energy. ... (2016) Effect of quarry dust on engineering properties of black cotton soil. Int J Innov Res Sci Technol 2(11):715–718. …
The light compaction test was conducted on various proportions of red earth (laterite soil) and quarry dust as per IS 2720(Part 7):1980 . For each compaction …
The type of compaction and the provided energy for a given soil volume are standard and, thus, the test focuses on the change of a sample's moisture content to derive the optimum water content (w opt). The standard Proctor test includes a 0.95-liter volume cylindrical mold in which the soil mass is placed and compacted in 3 layers.
Keywords: -Compaction characteristics, quarry dust-red earth mix, shear pa-rameters. 1 Introduction Laterite, also known as red earth is a non-expansive soil having kaolinite as the major ... Test code Test code Quarry dust (%) Red earth (%) Q100R0 100 0 Q80R20 80 20 Q60R40 60 40 Q40R60 40 60 Q20R80 20 80 Q0R100 0 100. 5 Fig. 1. Quarry dust …
Compaction is achieved in five equal layers, each subjected to 25 blows, resulting in a compactive effort 4.56 times greater than that of the Standard Proctor test. Factors Affecting Compaction of Soil. Water Content: Soil …
The soil sample was tested through preliminary laboratory tests, Unconsolidated Undrained Triaxial test, Proctor Compaction, and California Bearing Ratio Tests. The additives (Quarry dust and ...