Permeability Analysis of Dredged Material and Its Stabilization Using Surkhi/Brick Dust

This study presents the permeability and strong relationship of dredged soil stabilized with surkhi/brick dust which is to be used for constructing road embankments. Tests like the unconfined compressive strength test and the falling head permeability test were conducted. The test results showed that as the percentage replacement of surkhi increases, the samples become less permeable. Showing that the surkhi tends to cover up the pore spaces of the soil, causing the water to have fewer passageways. Large amount of sediments are dredged from rivers and lakes as a result of environmental dredging in India. These dredged materials (DM) have poor Geotechnical properties and are normally treated as wastes. On the other Hand, there is a huge demand of sub-grade materials due to the increasing number of highway construction projects in the J&K. Thus, the reuse of the dredged material as sub-grade material may be considered as an Environmental-friendly and economical option. For the stabilization of dredged material various waste materials can be effectively used. brick dust is one such waste product. The surkhi/brick dust is generated from brick kilns. The amount of brick dust produced every year is in the range of 3-4 million ton. This project therefore intends to study the stabilization of dredged material procured from Sindh Nallah having a higher content of alluvial Soil using Surkhi/Brick dust as an additive. Soil stabilization by this means can be utilized on airport pavements, highway pavements, earthen dams and many other situations where sub-soils are not suitable for construction. Keywords: dredged material Sindh Nallah, surkhi, Dredged soil, CBR, UCS, proctor test, porosity, void ratio and permeability

Settlement Analysis of Dredged Material and Its Stabilization Using Surkhi/Brick Dust

Soil stabilization is the phenomenon by virtue of which the soils are altered to enhance their physical Properties. The process aims to increase the shear Strength of soil thus improving its load bearing capacity to support pavements and foundations. Diverse range of soil materials varying from Expansive clays to granular materials can be treated by a diverse set of Additives like silica, lime, fly-ash, cement and so on. In J&K, the most common types of soils are the alluvial soils which get deposited in river beds as a result of sedimentation. River Jhelum in J&K is one of the major hotspots for accumulated sediments with an estimate of about 36 lakh cubic meters of sediments in its river bed, leaving very little space in it to take excess water. Subsequently, it is severely threatened by the Phenomena of still higher levels of sedimentation and hence consequent Floods. Dredging practices are a challenge for the maintenance of rivers and their Spillways. In Geotechnical Engineering, the valorisation of dredging Sediments and their Use in public works is increasingly prospected by Researchers in recent Years. Moreover, Floods in Kashmir valley in September 2014 compelled the Govt. Of Jammu and Kashmir to take Necessary steps in order to avoid similar situation in near future. This project therefore intends to study the stabilization of dredged material procured from Sindh Nallah having a higher content of alluvial Soil using Surkhi/Brick dust as an additive. Soil stabilization by this means can be utilized on airport pavements, highway pavements, earthen dams and many other situations where sub-soils are not suitable for construction. Keywords: Sindh Nallah, Dredged material, Surkhi, OMC, MDD, CBR, Direct Shear test.

Investigating the Shear Strength Characteristic of Clayey Soil by Using Coir Fiber & Brick Dust

Soil is main part of every building and structure, without soil no structure could stand up. Soil plays a vital role in the constructure of every structure. If soil is strong in shear strength the building above it will also safe from failure/collapse. So, strength of soil is necessary is the construction of foundation, piers, dams, roads and multistory buildings.To increase the strength of soil we have different choices as to replace the weak soil with the strong soil, or to add other materials in soil to increase its strength like cement, lime etc. This study helps in increasing the shear strength of soil by using brick dust and coir fiber which are waste material but can provide sufficient strength.We use the clayey soil from Nandipur, which is weak in nature. Brick dust obtain from a kiln in Faisalabad and coir fiber which are easily available and economical. Direct shear test is performed to find shear strength and its parameters, CBR is performed to find the bearing capacity of soil and Modified proctor test is used to find out the optimum moisture content and maximum dry density of soil. We perform direct shear test at different percentages of brick dust to find optimum percentage of brick dust and then at this optimum brick dust percentage we vary the percentage of coir fiber to find its optimum value and also CBR for the varying percentage of coir fiber.

“Brick Dust and Ashes”: Liberation and Reconstruction

As the Red Army fought its way back west, it discovered a devastated land: thousands of villages burnt to the ground; Jewish civilians, along with those accused of partisan activity or Soviet sympathies, lying dead; and millions of young people sent to Germany as slave labor. Party activists were faced with reintegrating survivors and rebuilding the economy. In western Ukraine, Belorussia, and the Baltic states, nationalist guerrillas continued to fight against Soviet power. NKVD officials carried out “filtration” to identify active collaborators, and the Party and unions reviewed all members who sought reinstatement. The newly freed inhabitants were incorporated into the ration system and subject to mobilization for labor and the army. Many resisted mobilization, especially for work on distant sites, and rebuilding was complicated by nationwide shortages. The German High Command finally surrendered on May 8, 1945. People streamed into the streets to celebrate, dance, embrace, and toast the victory. Although reconstruction would continue for years, the war at last was over.

Effect of process parameters on sliding wear performance of red brick dust-filled glass–epoxy composites

This research is focused on the study of the tribological properties of epoxy composites reinforced with red brick dust and glass fiber. Wear tests are conducted on a pin-on-disk apparatus. The wear rate and coefficient of friction are measured after tribological tests. The relative effect of process parameters such as sliding velocity, normal load, filler content on specific wear rate, and coefficient of friction is also examined using the Taguchi model and analysis of variance technique. Furthermore, an innovative optimization approach is adopted by combining grey relational analysis with the metaheuristic firefly algorithm to obtain the desired response values. A nonlinear regression model is generated to cater to the relationship between the grey relational grade and the process parameters. This model is further employed in the firefly algorithm to move the firefly to the neighboring brighter and attractive firefly. The most influencing factors for wear rate and friction coefficient are sliding velocity and normal load, respectively. This work not only opens up an opportunity for value-added utilization of waste material such as red brick dust but also the proposed metaheuristic approach can be customized and applied for any multi-response optimization problem.

Consistency and mechanical properties of sustainable concrete blended with brick dust waste cementitious materials

The reuse of waste materials in civil engineering projects has become the topic for many researchers due to their economic and environmental benefits. In this study, brick dust waste (BDW) derived from cutting of masonry bricks and demolition waste which are normally dumped as land fill is used as partial replacement of cement in a concrete mix at 10%, 20% and 30% respectively, with the aim of achieving high strength in concrete using less cement due to the environmental problems associated with the cement production. To ascertain the effects of BDW on the consistency and mechanical performance of concrete mix, laboratory investigations on the workability of fresh concrete and the strength of hardened concrete were carried out. Slump and compaction index test were carried out on fresh concrete mix and unconfined compressive strength (UCS) test and tensile strength test were conducted on hardened concrete specimen after 7, 14 and 28 days of curing. The results showed high UCS and tensile strength with the addition of 10% BDW to the concrete mix, hence achieving the set target in accordance with the relevant British standards. A gradual reduction in strength was observed as BDW content increases, however, recording good workability as slump and compaction index results fell within the set target range in accordance with relevant British standards. Findings from this study concluded that BDW can partially replace cement in a concrete mix to up to 30% igniting the path to a cleaner production of novel concrete using BDW in construction work.

Stabilising Rural Roads with Waste Streams in Colombia as an Environmental Strategy Based on a Life Cycle Assessment Methodology

Roads with low traffic volume link rural settlements together and connect them with urban centres, mobilising goods and agricultural products, and facilitating the transportation of people. In Colombia, most of these roads are in poor conditions, causing social, economic, and environmental problems, and significantly affecting the mobility, security, and economic progress of the country and its inhabitants. Therefore, it is essential to implement strategies to improve such roads, keeping in mind technical, economic, and environmental criteria. This article shows the results of the application of the environmental life cycle assessment—LCA—to sections of two low-traffic roads located in two different sites in Colombia: one in the Urrao area (Antioquia), located in the centre of the country; and another in La Paz (Cesar), located in the northeast of the country. Each segment was stabilised with alternative materials such as brick dust, fly ash, sulfonated oil, and polymer. The analysis was carried out in three stages: the first was the manufacture of the stabiliser; the second included preliminary actions that ranged from the search for the material to its placement on site; and the third was the stabilisation process, which included the entire application process, from the stabiliser to the road. The environmental impacts are mainly found in the manufacture of stabilisers (60% of the total), for sulfonated oil or polymer, due to the different compounds used during production, before their use as stabilisers. The impact categories with the greatest influence were abiotic depletion potential (ADP), global warming potential (GWP) and terrestrial ecotoxicity potential (TETP). For the stabilisation stage (impact between 40% and 99%), ash and brick dust have the highest impacts. The impact categories most influenced in this stage were: acidification potential (AP), freshwater aquatic ecotoxicity potential (FAETP), human toxicity potential (HTP), marine aquatic ecotoxicity potential (MAETP) and photochemical ozone creation potential (POCP).