지오텍스타일 튜브 : 시장 점유율 분석, 업계 동향 및 통계, 성장 예측(2026-2031년)

According to Mordor Intelligence, the geotextile tubes market was valued at USD 3.38 billion in 2025 and is estimated to grow from USD 3.68 billion in 2026 to reach USD 5.70 billion by 2031, at a CAGR of 9.15% during the forecast period (2026-2031).

This report is Segmented by Type (Woven Geotextile Tubes and Nonwoven Geotextile Tubes), End-Use Industry (Marine and Hydraulic, Environmental Engineering, Agricultural Engineering, Construction, and Other End-Use Industries), and Geography (Asia-Pacific, North America, Europe, South America, and Middle-East and Africa). The Market Forecasts are Provided in Terms of Value (USD).

Global Geotextile Tubes Market Trends and Insights

Coastal Erosion, Storm Surge, and Sea-Level-Rise Protection

Sea-level rise is increasingly triggering near-term coastal infrastructure procurement in the geotextile tubes market. The World Climate Research Programme reported a 5.9 mm global sea-level increase in 2024, while the annual rate was 4.7 mm from 2014 to 2023. The Intergovernmental Panel on Climate Change (IPCC) reported that 13.6% to 15.2% of global sandy beaches could face severe erosion by 2050, with the range increasing to 35.7% to 49.5% by 2100 under high-emissions pathways. The same assessment stated that 20 cm to 40 cm of sea-level rise can turn a 1-in-100-year coastal flood into an annual event at many low-lying locations. These conditions can shorten the practical construction period for fixed coastal defenses. Geotextile tubes can be filled on site without the quarrying and transport process required for rock-based structures, which supports their use in tropical and monsoonal coastal settings.

Expansion of Wastewater and Sludge-Dewatering Infrastructure

Municipal wastewater capacity additions are strengthening demand for passive sludge dewatering in the geotextile tubes market. These systems retain polymer-conditioned sludge while water drains through the textile, avoiding the energy use and maintenance needs of centrifuges and belt presses. International Geosynthetics Society conference material reported an 8.5-times reduction in sludge volume after dewatering in geotextile tubes. This reduction can lower transport and disposal costs for municipal operators with constrained land and budgets. New treatment plants that specify tube systems at the outset can create repeated fill-and-drain demand rather than a single coastal construction purchase. Research also supports the role of polymer selection and dosing in improving consolidation, which broadens the range of sludges that passive textile systems can process.

Polypropylene and Polyester Feedstock Price Volatility

Polypropylene and polyester price changes remain a direct cost risk for the geotextile tubes market. Upstream propylene supply disruptions in 2026 tightened petrochemical feedstock availability and increased pressure on polypropylene pricing. Geotextile tubes market suppliers often sell through competitive government tenders and may have limited ability to pass higher material costs to buyers. Energy cost inflation can add further pressure during polymer extrusion and fabrication. Higher material prices can encourage larger-diameter tube designs that use less polymer per cubic meter of treated material. Producers with integrated polymer supply or long-term sourcing contracts can retain a landed-cost advantage over independent manufacturers. This gap may support consolidation among standard-grade suppliers.

Other drivers and restraints analyzed in the detailed report include:

1. Infrastructure Investment in Ports, Roads, Bridges, and Land Reclamation
2. Polymer-Dosing and High-Capacity Tube Design Improvements
3. Product Accreditation, Design Liability, and Quality-Control Requirements

For complete list of drivers and restraints, kindly check the Table Of Contents.

Segment Analysis

Woven geotextile tubes held 68.45% of the geotextile tubes market share in 2025 and are projected to grow at a 10.61% CAGR through 2031. Their tensile strength supports high fill pressures, large circumferences, and long service life in coastal and industrial installations. A 2024 engineering publication reported woven geotextile tensile strengths of 36 kN/m to 201 kN/m, compared with values near 50 kN/m for nonwoven material in the cited comparison. This strength profile supports their use in dredged-material containment and exposed coastal works. The New Jersey Department of Transportation used Solmax GEOTUBE GT500 woven containers to contain and dewater more than 110,000 cubic yards of dredged material during channel restoration. The project also met New Jersey water-quality discharge requirements. India's certification framework further favors established suppliers that can demonstrate product quality and documented performance. Woven construction gives project engineers a material option for applications where seam integrity and sustained loading are central design concerns. It also allows suppliers to position performance documentation as part of their technical offer. The resulting preference is strongest in regulated coastal, dredging, and containment projects.

Nonwoven tubes serve projects where permeability and drainage are more important than the highest tensile strength. Water treatment sludge, small lake remediation projects, and temporary containment works are common uses. A 2026 study examined biobased polymer application and high-efficiency pipe-flow mixing for lake-sediment dewatering in nonwoven tube configurations. The approach is relevant for fine-grained and high-organic sediments. HUESKER has also expanded its natural-fiber and high-capacity fabric offering, reflecting interest in material selection and processing performance. The category is moving toward a clearer division. Woven tubes remain suited to large structural applications, while nonwoven tubes are extending their role through filtration and sustainability-oriented development. Their drainage properties can be useful where project conditions favor rapid filtrate release. Material selection, therefore, depends on the solids profile, required retention, and expected service conditions. This specialization reduces direct substitution between the two tube types.

Complete Report Scope:

• By Type
  • Woven Geotextile Tubes
  • Nonwoven Geotextile Tubes
• By End-Use Industry
  • Marine and Hydraulic
  • Environmental Engineering
  • Agricultural Engineering
  • Construction
  • Other End-Use Industries (including Wastewater Treatment, Mining and Mineral Processing, Pulp and Paper Mills, and Aquaculture)
• By Geography
  • Asia-Pacific
    • China
    • India
    • Japan
    • South Korea
    • ASEAN Countries
    • Rest of Asia-Pacific
  • North America
    • United States
    • Canada
    • Mexico
  • Europe
    • Germany
    • United Kingdom
    • France
    • Italy
    • NORDIC Countries
    • Russia
    • Rest of Europe
  • South America
    • Brazil
    • Argentina
    • Rest of South America
  • Middle-East and Africa
    • Saudi Arabia
    • South Africa
    • Rest of Middle-East and Africa

Geography Analysis

Asia-Pacific held 38.63% of the geotextile tubes market share in 2025 and is forecast to grow at a 10.15% CAGR through 2031. The region combines low-elevation coastal exposure, active land reclamation, and public geosynthetics programs. The Asian Development Bank's USD 42 million Maharashtra loan shows the role of multilateral financing in coastal resilience. In Malaysia, GEOTUBE Marine units formed a perimeter dike at Seri Tanjung Pinang Phase 2B and limited sediment plumes. A 2025 EuroGeo8 study found retained tensile strength of 18% to 80% in 6-year-old Singapore marine samples, depending on UV exposure direction.

Demand in North America and Europe is supported by infrastructure renewal, environmental remediation, and regulated sludge management. The United Kingdom recorded GBP 28.9 billion (approximately USD 38.54 billion) in general government infrastructure investment in 2024. United States harbor maintenance creates recurring dewatering demand for dredged sediment. European CE marking, EN 13249, and Construction Products Regulation obligations increase the value of manufacturing control and design documentation.

South America, and the Middle-East and Africa are markets with distinctive demand drivers. Brazil's contaminated-sediment experience following mining incidents is transferring to coastal and port applications. Saudi Arabia's Vision 2030 coastal projects and South African mining needs support for offshore protection and tailings containment. Their growth depends on financing, engineering capability, and wider familiarity with geotextile tube design.

1. Ace Geosynthetics
2. CeTeau
3. FlexiTuff Ventures International Ltd
4. Flint Technical Geosolutions (FTG).
5. Geofabrics Australasia Pty Ltd.
6. Geo-Synthetics Systems LLC (GSI)
7. Global Synthetics Pty Ltd
8. HUESKER International
9. Naue GmbH & Co. KG
10. Officine Maccaferri Spa
11. Solmax
12. TECHFABINDIA
13. Thrace Group
14. Titan Environmental

Additional Benefits:

• The market estimate (ME) sheet in Excel format
• 3 months of analyst support

TABLE OF CONTENTS

1 Introduction

• 1.1 Study Assumptions and Market Definition
• 1.2 Scope of the Study

2 Research Methodology

3 Executive Summary

4 Market Landscape

• 4.1 Market Overview
• 4.2 Market Drivers
  • 4.2.1 Coastal Erosion, Storm Surge, and Sea-Level-Rise Protection
  • 4.2.2 Expansion of Wastewater and Sludge-Dewatering Infrastructure
  • 4.2.3 Infrastructure Investment in Ports, Roads, Bridges, and Land Reclamation
  • 4.2.4 Contaminated Sediment and Mining-Waste Containment Requirements
  • 4.2.5 Polymer-Dosing and High-Capacity Tube Design Improvements
  • 4.2.6 Circular Reuse of Dewatered Sediment and Bio-Based Textile Development
• 4.3 Market Restraints
  • 4.3.1 Polypropylene and Polyester Feedstock Price Volatility
  • 4.3.2 Product Accreditation, Design Liability, and Quality-Control Requirements
  • 4.3.3 Site-Specific Filtrate, Polymer, and Residual-Solids Compliance Risk
  • 4.3.4 UV, Abrasion, and Microplastic-Release Risk in Long-Life Installations
• 4.4 Value Chain Analysis
• 4.5 Porter's Five Forces Analysis
  • 4.5.1 Threat of New Entrants
  • 4.5.2 Bargaining Power of Suppliers
  • 4.5.3 Bargaining Power of Buyers
  • 4.5.4 Threat of Substitutes
  • 4.5.5 Rivalry Among Existing Competitors

5 Market Size and Growth Forecasts (Value)

• 5.1 By Type
  • 5.1.1 Woven Geotextile Tubes
  • 5.1.2 Nonwoven Geotextile Tubes
• 5.2 By End-Use Industry
  • 5.2.1 Marine and Hydraulic
  • 5.2.2 Environmental Engineering
  • 5.2.3 Agricultural Engineering
  • 5.2.4 Construction
  • 5.2.5 Other End-Use Industries (including Wastewater Treatment, Mining and Mineral Processing, Pulp and Paper Mills, and Aquaculture)
• 5.3 By Geography
  • 5.3.1 Asia-Pacific
    • 5.3.1.1 China
    • 5.3.1.2 India
    • 5.3.1.3 Japan
    • 5.3.1.4 South Korea
    • 5.3.1.5 ASEAN Countries
    • 5.3.1.6 Rest of Asia-Pacific
  • 5.3.2 North America
    • 5.3.2.1 United States
    • 5.3.2.2 Canada
    • 5.3.2.3 Mexico
  • 5.3.3 Europe
    • 5.3.3.1 Germany
    • 5.3.3.2 United Kingdom
    • 5.3.3.3 France
    • 5.3.3.4 Italy
    • 5.3.3.5 NORDIC Countries
    • 5.3.3.6 Russia
    • 5.3.3.7 Rest of Europe
  • 5.3.4 South America
    • 5.3.4.1 Brazil
    • 5.3.4.2 Argentina
    • 5.3.4.3 Rest of South America
  • 5.3.5 Middle-East and Africa
    • 5.3.5.1 Saudi Arabia
    • 5.3.5.2 South Africa
    • 5.3.5.3 Rest of Middle-East and Africa

6 Competitive Landscape

• 6.1 Market Concentration
• 6.2 Strategic Moves
• 6.3 Market Share (%)/Ranking Analysis
• 6.4 Company Profiles (includes Global Overview, Market Overview, Core Segments, Financials as available, Strategic Information, Products and Services, and Recent Developments)
  • 6.4.1 Ace Geosynthetics
  • 6.4.2 CeTeau
  • 6.4.3 FlexiTuff Ventures International Ltd
  • 6.4.4 Flint Technical Geosolutions (FTG).
  • 6.4.5 Geofabrics Australasia Pty Ltd.
  • 6.4.6 Geo-Synthetics Systems LLC (GSI)
  • 6.4.7 Global Synthetics Pty Ltd
  • 6.4.8 HUESKER International
  • 6.4.9 Naue GmbH & Co. KG
  • 6.4.10 Officine Maccaferri Spa
  • 6.4.11 Solmax
  • 6.4.12 TECHFABINDIA
  • 6.4.13 Thrace Group
  • 6.4.14 Titan Environmental

7 Market Opportunities and Future Outlook

• 7.1 White-Space and Unmet-Need Assessment