Industry Overview
Geopolymer concrete is an innovative and environmentally friendly construction material developed as an alternative to conventional cement concrete. Unlike ordinary cement-based concrete, geopolymer concrete does not use cement as the primary binding material. Instead, it relies on industrial by-products such as fly ash, silica fume, or ground granulated blast furnace slag (GGBS), which are activated using alkaline solutions to form a durable binder. This approach helps utilize industrial waste materials while reducing dependence on conventional cement.
One of the key drivers for adopting geopolymer concrete is the need to reduce the environmental impact associated with Ordinary Portland Cement (OPC). The report highlights several approaches to lowering the environmental footprint of OPC, including the use of blended cement by replacing a portion of limestone with fly ash and blast furnace slag, implementing carbon capture and storage (CCS) technologies, and applying accelerated carbonation, where carbon dioxide reacts with calcium hydroxide in the presence of water to form calcium carbonate.
By combining sustainable raw materials with alternative binder technology, geopolymer concrete offers a promising solution for modern construction while supporting resource efficiency and reducing the environmental burden associated with traditional cement production.
Cost Estimation
| Particular | Value |
|---|---|
| Plant Capacity | 200 m3/Day |
| Land & Building (4000 sq.mt.) | Rs. 1.23 Cr |
| Plant & Machinery | Rs. 60 Lac |
| Working Capital for 1 Month | Rs. 2.55 Cr |
| Total Capital Investment | Rs. 4.50 Cr |
| Rate of Return | 25% |
| Break Even Point | 54% |
Content Index
- INTRODUCTION
- IS THERE A WAY TO USE OPC WITHOUT ENVIRONMENTAL IMPACT?
- WHY GEOPOLYMER CONCRETE?
- CONSTITUENTS OF GEO POLYMER CONSCRETE
- SODIUM HYDROXIDE
- POTASSIUM HYDROXIDE
- SODIUM SILICATE (WATER GLASS) -AVAILABLE IN GEL FORM
- FLY ASH
- TABLE1: CHEMICAL COMPOSITION OF FLY ASH
- GGBS
- TABLE 2-CHEMICAL COMPOSITION OF GGBS
- SILICA FUME
- TYPES OF GEO POLYMER
- SLAG BASED GEO POLYMER
- ROCK BASED GEO POLYMER
- FLY ASH BASED GEO POLYMER
- FERRO-SILICATE BASED GEO POLYMER
- ADVANTAGES OF GEO POLYMER CONCRETE
- FIG: ADVANTAGES OF GEOPOLYMER CONCRETE
- APPLICATIONS OF GEO POLYMER CONCRETE
- FORMULATION OF GEOPOLYMER CONCRETE
- MANUFACTURING FLY ASH BASED GEO POLYMER CONCRETE
- PREPARATION ALKALINE SOLUTION1 FOR GEO POLYMER:
- MIXING PROCEDURE FOR GEO POLYMER CONCRETE:
- TEST OF FLY ASH BASED GEO POLYMER CONCRETE:
- SLUMP TEST:
- COMPRESSIVE STRENGTH TEST:
- SPLITTING TENSILE STRENGTH TEST:
- PROCESSING DETAILS OF GEO POLYMER CONCRETE
- ALKALINE ACTIVATOR SOLUTION
- MIX DESIGN
- FIG: PRODUCTION OF GEOPOLYMER CONCRETE
- GEO POLYMERISATION
- FIG: CONCEPTUAL MODEL OF GEOPOLYMERISATION
- TEST ON GEO POLYMER CONCRETE
- CREEP TEST
- DRYING SHRINKAGE TEST
- MODULUS OF ELASTICITY AND POISSON’S RATIO
- PROPERTIES
- WORKABILITY
- COMPRESSIVE STRENGTH
- RESISTANCE AGAINST AGGRESSIVE ENVIRONMENT
- BEHAVIOUR OF GEOPOLYMER AT ELEVATED TEMPERATURE
- BOND STRENGTH
- DIFFERENT PARAMETERS OF GEO POLYMERISATION
- FINENESS OF FLY ASH
- TEMPERATURE IMPOSED TO ACTIVATOR
- MOLARITY
- CURING
- PRINCIPLES OF PLANT LAYOUT
- STORAGE LAYOUT:
- EQUIPMENT LAYOUT:
- SAFETY:
- PLANT EXPANSION:
- FLOOR SPACE:
- UTILITIES SERVICING:
- BUILDING:
- MATERIAL-HANDLING EQUIPMENT:
- RAILROADS AND ROADS:
- MAJOR PROVISIONS IN ROAD PLANNING FOR MULTIPURPOSE SERVICE ARE:
- PLANT LOCATION FACTORS
- PRIMARY FACTORS
- 1. RAW-MATERIAL SUPPLY:
- 2. MARKETS:
- 3. POWER AND FUEL SUPPLY:
- 4. WATER SUPPLY:
- 5. CLIMATE:
- SPECIFIC FACTORS
- 6. TRANSPORTATION:
- A. AVAILABILITY OF VARIOUS SERVICES AND PROJECTED RATES
- 7. WASTE DISPOSAL:
- 8. LABOR:
- 9. REGULATORY LAWS:
- 10. TAXES:
- 11. SITE CHARACTERISTICS:
- 12. COMMUNITY FACTORS:
- 13. VULNERABILITY TO WARTIME ATTACK:
- 14. FLOOD AND FIRE CONTROL:
- EXPLANATION OF TERMS USED IN THE PROJECT REPORT
- 1. DEPRECIATION:
- 2. FIXED ASSETS:
- 3. WORKING CAPITAL:
- 4. BREAK-EVEN POINT:
- 5. OTHER FIXED EXPENSES:
- 6. MARGIN MONEY:
- 7. TOTAL LOAD:
- 8. LAND AREA/MAN POWER RATIO:
- PROJECT IMPLEMENTATION SCHEDULES
- INTRODUCTION
- PROJECT HANDLING
- PROJECT SCHEDULING
- PROJECT CONSTRUCTION SCHEDULE
- TIME SCHEDULE
- ADDRESSES OF PLANT AND MACHINERY SUPPLIERS
Appendix
- 01. PLANT ECONOMICS
- 02. LAND & BUILDING
- 03. PLANT AND MACHINERY
- 04. OTHER FIXED ASSESTS
- 05. FIXED CAPITAL
- 06. RAW MATERIAL
- 07. SALARY AND WAGES
- 08. UTILITIES AND OVERHEADS
- 09. TOTAL WORKING CAPITAL
- 10. TOTAL CAPITAL INVESTMENT
- 11. COST OF PRODUCTION
- 12. TURN OVER/ANNUM
- 13. BREAK EVEN POINT
- 14. RESOURCES FOR FINANCE
- 15. INSTALMENT PAYABLE IN 5 YEARS
- 16. DEPRECIATION CHART FOR 5 YEARS
- 17. PROFIT ANALYSIS FOR 5 YEARS
- 18. PROJECTED BALANCE SHEET FOR (5 YEARS)
Frequently Asked Questions
Geopolymer concrete is a cement-free concrete that uses industrial by-products as its primary binder. Instead of Ordinary Portland Cement, it uses materials such as fly ash, GGBS, or silica fume activated with alkaline solutions. This technology helps reduce reliance on conventional cement while utilizing industrial waste materials, making it a sustainable option for a wide range of construction applications.
Geopolymer concrete is considered environmentally friendly because it reduces the need for conventional cement. By using fly ash, GGBS, and other industrial by-products as binders, it can help lower the environmental impact associated with cement production. The report also discusses complementary approaches such as blended cement, carbon capture and storage, and accelerated carbonation for reducing emissions.
Geopolymer concrete commonly uses fly ash, silica fume, or ground granulated blast furnace slag (GGBS) as source materials. These are combined with alkaline activators such as sodium hydroxide, potassium hydroxide, and sodium silicate to produce a strong binding matrix. The exact formulation depends on the required engineering and performance characteristics.
Geopolymer concrete undergoes standard engineering tests to evaluate its performance. The report includes slump testing for workability, compressive strength testing, splitting tensile strength testing, creep testing, drying shrinkage testing, and evaluation of modulus of elasticity and Poisson's ratio. These tests help verify material quality and structural suitability.
Geopolymer concrete can be used in many construction applications where conventional concrete is normally specified. Depending on the mix design and project requirements, it is suitable for structural, industrial, infrastructure, and precast applications. Proper material selection, curing practices, and quality control are essential to achieve the desired performance.
Several factors affect the performance of geopolymer concrete. The report identifies parameters such as fly ash fineness, activator temperature, molarity of the alkaline solution, curing conditions, and mix design. Careful control of these variables helps achieve consistent workability, strength development, durability, and long-term structural performance.
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