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UTILIZING 100% COAL ASH IN SUB BASE PAVEMENT FOR SUSTAINABLE DEVELOPMENT
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Abstract
Information
Inventors
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Specification
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ORDINARY APPLICATION
Published
Filed on 18 November 2024
Abstract
UTILIZING 100% COAL ASH IN SUB BASE PAVEMENT FOR SUSTAINABLE DEVELOPMENT The present invention provides a novel and sustainable approach to pavement construction by utilizing 100% coal ash as a sub-base material. This method not only addresses the disposal issues associated with coal ash but also offers significant environmental and economic benefits by reducing the need for natural aggregates and minimizing the carbon footprint of pavement construction projects. The use of stabilized coal ash can provide pavements with improved durability, load-bearing capacity, and resistance to erosion, contributing to sustainable development in the field of civil infrastructure.
Patent Information
Application ID | 202441088893 |
Invention Field | METALLURGY |
Date of Application | 18/11/2024 |
Publication Number | 47/2024 |
Inventors
Name | Address | Country | Nationality |
---|---|---|---|
Dr. Pala Gireesh Kumar | Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Mr. Nekkanti Haripavan | Assistant Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Mr. Butti Venkatesh | Assistant Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Mr. Ramgopal. L | Assistant Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Dr. S. Manjula | Assistant Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Dr. B. Sudhir Kumar | Assistant Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Mr. S Sriharsha | Assistant Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Mrs. M. Surya Kumari | Assistant Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Mrs. A Tripura | Assistant Professor, Department of Civil Engineering, Shri Vishnu Engineering College for Women, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Dr. Kunamineni Vijay | Associate Professor, Department of Civil Engineering, Vishnu Institute of Technology, Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Applicants
Name | Address | Country | Nationality |
---|---|---|---|
SHRI VISHNU ENGINEERING COLLEGE FOR WOMEN | Vishnupur, Bhimavaram, West Godavari, Andhra Pradesh, India, PIN-534202 | India | India |
Specification
Description:4. DESCRIPTION
Technical Field of the invention
The present invention relates to the field of civil engineering, particularly to the use of coal ash as a material for sub-base pavement construction. The invention proposes the utilization of 100% coal ash as a substitute for traditional sub-base materials, such as crushed stone or gravel, in the construction of pavements. More specifically, the invention provides a method for enhancing the sustainability and performance of pavements through the use of coal ash, a byproduct of coal combustion, in sub-base layers.
Background of the invention
The construction of pavements and roadways involves the use of various materials for sub-bases, which provide structural support for the surface layers. Traditionally, crushed stone, gravel, and other aggregate materials are used for this purpose. However, these materials are often extracted from natural sources, contributing to environmental degradation, increased carbon emissions, and resource depletion. Additionally, the growing volume of coal ash generated from power plants poses disposal challenges, as it can lead to land and water contamination when improperly handled.
Coal ash, primarily composed of fly ash, bottom ash, and boiler slag, contains valuable mineral components, such as silica, alumina, and calcium, which can contribute to the structural integrity of pavements. However, its use in construction has been limited due to concerns about its strength, stability, and environmental impact.
There is a need for a sustainable solution that addresses both the disposal of coal ash and the demand for sub-base materials in pavement construction. The present invention seeks to overcome these challenges by providing a method for utilizing 100% coal ash as a sub-base material in road construction, thus contributing to sustainable development.
Brief Summary of the invention
The following presents a simplified summary of the disclosure in order to provide a basic understanding to the reader. This summary is not an extensive overview of the disclosure and it does not identify key/critical elements of the invention or delineate the scope of the invention. Its sole purpose is to present some concepts disclosed herein in a simplified form as a prelude to the more detailed description that is presented later.
The present invention provides a method for using 100% coal ash as a sub-base material in pavement construction. The method involves the following steps:
Coal Ash Collection and Preparation
Coal ash, which may consist of fly ash, bottom ash, or both, is collected from power plants or other industrial sources. The coal ash is then processed to remove any undesirable contaminants, such as heavy metals, and is further sieved or ground to achieve an optimal particle size distribution for use in pavement sub-bases.
Stabilization of Coal Ash
The coal ash is stabilized through the addition of specific binding agents, such as lime, cement, or other suitable materials, to enhance its mechanical properties, including compaction, strength, and durability. The stabilization process ensures that the coal ash performs similarly to traditional sub-base materials in terms of load-bearing capacity, drainage, and resistance to erosion.
Blending with Additives (Optional)
The stabilized coal ash may be blended with other locally available materials, such as sand or gravel, to further improve its physical properties and performance. Additives may also include polymers, geotextiles, or other advanced materials designed to enhance the performance of the sub-base layer.
Compaction and Layering
The coal ash mixture is then compacted into the sub-base layer of the pavement structure, ensuring proper density and uniformity. The material is placed in layers and compacted using conventional construction equipment.
Pavement Construction
Once the coal ash sub-base is installed and compacted, standard pavement construction techniques are employed to build the surface layers, such as the base course, binder course, and wearing course, utilizing traditional materials or alternative sustainable materials.
Advantages of the Invention
The use of 100% coal ash as a sub-base material in pavement construction offers several advantages:
Sustainability
By utilizing coal ash, a commonly disposed industrial byproduct, the invention reduces the need for natural aggregates, helping to preserve natural resources and decrease the environmental impact of mining operations.
Waste Reduction
The invention provides a sustainable solution for coal ash disposal, diverting large quantities of ash from landfills and reducing environmental contamination associated with improper disposal.
Cost-Effectiveness
Coal ash is often available at lower costs compared to traditional construction materials, potentially reducing overall project costs. Stabilization and processing of the coal ash further enhance its suitability for use in pavement sub-bases, making it a cost-effective alternative.
Enhanced Pavement Performance
Properly stabilized coal ash can offer comparable or superior performance in terms of load-bearing capacity, drainage, and durability compared to traditional sub-base materials. The material's resistance to erosion and its ability to reduce water infiltration contribute to the longevity of the pavement.
Reduction of Carbon Footprint
The use of coal ash in pavement construction contributes to a reduction in the carbon footprint of road projects by minimizing the environmental impact of material extraction, transportation, and disposal. The stabilization process can further enhance the material's performance, reducing the need for additional resources and energy consumption.
Detailed Description of the invention
It is to be understood that the present disclosure is not limited in its application to the details of construction and the arrangement of components set forth in the following description or illustrated in the drawings. The present disclosure is capable of other embodiments and of being practiced or of being carried out in various ways. In addition, it is to be understood that the phraseology and terminology used herein is for the purpose of description and should not be regarded as limiting.
The use of "including", "comprising" or "having" and variations thereof herein is meant to encompass the items listed thereafter and equivalents thereof as well as additional items. The terms "a" and "an" herein do not denote a limitation of quantity, but rather denote the presence of at least one of the referenced items. Further, the use of terms "first", "second", and "third", and the like, herein do not denote any order, quantity, or importance, but rather are used to distinguish one element from another.
The following provides a more detailed description of the method for utilizing 100% coal ash in sub-base pavement construction.
Coal Ash Collection and Preparation
Coal ash is typically produced during the combustion of coal in power plants. Fly ash, the fine, powdery fraction, can be collected using electrostatic precipitators or baghouses. Bottom ash, the coarser material, is collected from the bottom of the combustion chamber. The ash may contain trace amounts of heavy metals such as arsenic, lead, and mercury, which must be removed through washing or chemical treatment before further use.
Stabilization Process
The coal ash is mixed with a stabilizing agent, such as lime or Portland cement, which reacts chemically with the ash to form compounds that improve the material's strength and cohesion. The stabilizing agent is typically added in amounts ranging from 5% to 15% by weight of the coal ash, depending on the desired properties and the specific type of coal ash being used.
Blending with Additional Materials
To optimize the physical properties of the coal ash, it may be blended with other locally available materials, such as sand, crushed stone, or geosynthetic materials. This blending may enhance drainage characteristics, improve compaction, and reduce the risk of material segregation during construction.
Compaction and Installation
After the coal ash mixture has been prepared, it is placed in layers not exceeding 300 mm in thickness and compacted using vibratory rollers or similar equipment. Proper compaction is essential to ensure the material meets the required specifications for load-bearing capacity and stability.
Environmental Monitoring
During the use of coal ash in pavement sub-bases, periodic monitoring of leachate, air quality, and other environmental factors is conducted to ensure that the use of coal ash does not result in contamination. Proper quality control procedures and environmental safeguards are implemented to minimize the risks associated with trace elements in coal ash.
It will be recognized that the above described subject matter may be embodied in other specific forms without departing from the scope or essential characteristics of the disclosure. Thus, it is understood that, the subject matter is not to be limited by the foregoing illustrative details, but it is rather to be defined by the appended claims.
While specific embodiments of the invention have been shown and described in detail to illustrate the novel and inventive features of the invention, it is understood that the invention may be embodied otherwise without departing from such principles.
, Claims:1. A method for utilizing 100% coal ash as a sub-base material in pavement construction, comprising the steps of:
a) collecting coal ash from power plants or industrial sources;
b) processing the coal ash to remove contaminants and achieve a suitable particle size distribution;
c) stabilizing the coal ash with binding agents to enhance its mechanical properties;
d) blending the stabilized coal ash with additional materials, if necessary; and
e) Compaction of the stabilized coal ash mixture into sub-base layers for pavement construction.
2. The method as claimed in claim 1, wherein the stabilizing agent is selected from the group consisting of lime, cement, or other suitable binding materials.
3. The method as claimed in claim 1, wherein the stabilized coal ash is compacted using vibratory rollers or similar compaction equipment.
4. The method as claimed in claim 1, wherein the coal ash is blended with locally available materials, such as sand or crushed stone, to optimize the physical properties of the sub-base layer.
5. The method as claimed in claim 1, wherein periodic environmental monitoring is performed to ensure that the coal ash used in the sub-base does not lead to environmental contamination.
Documents
Name | Date |
---|---|
202441088893-COMPLETE SPECIFICATION [18-11-2024(online)].pdf | 18/11/2024 |
202441088893-EDUCATIONAL INSTITUTION(S) [18-11-2024(online)].pdf | 18/11/2024 |
202441088893-EVIDENCE FOR REGISTRATION UNDER SSI [18-11-2024(online)].pdf | 18/11/2024 |
202441088893-EVIDENCE FOR REGISTRATION UNDER SSI(FORM-28) [18-11-2024(online)].pdf | 18/11/2024 |
202441088893-FORM 1 [18-11-2024(online)].pdf | 18/11/2024 |
202441088893-FORM FOR SMALL ENTITY(FORM-28) [18-11-2024(online)].pdf | 18/11/2024 |
202441088893-FORM-9 [18-11-2024(online)].pdf | 18/11/2024 |
202441088893-POWER OF AUTHORITY [18-11-2024(online)].pdf | 18/11/2024 |
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