SOLUCIONES
Sistema de revestimiento de geomembrana para balsas de residuos
Sistema de revestimiento de geomembrana para balsas de residuos
Engineered HDPE geomembranes (≥640N puncture strength) integrated with GCL liners (≥24ml swell index) deliver zero-leakage containment for plain-type tailings ponds. This composite system combats foundation settlement, chemical corrosion, and groundwater pollution with 20-year verified performance—reducing environmental risks while lowering lifecycle costs by 40%.
Comparte:
Soluciones avanzadas de Haoyang
Due to the flat terrain, complex water catchment conditions, and the potential pollution of surrounding soil and groundwater by tailings storage, the selection of anti-seepage and isolation materials is crucial for plain-type tailings ponds. These materials must have good impermeability, durability, and corrosion resistance, while adapting to possible geological settlement in plain areas.
The following is a classification and specific types of commonly used anti-seepage and isolation materials for plain-type tailings ponds:
Natural Anti-seepage Materials
Natural materials have low costs and are suitable for scenarios with relatively low anti-seepage requirements or as auxiliary anti-seepage layers. They need to be combined with compaction and other processes to enhance their effectiveness.
Clay and Modified Clay
Natural clay: It has low water permeability (permeability coefficient is usually less than 1×10⁻⁷ cm/s), wide sources, and low cost. However, it has low shear strength and is prone to cracking under dry-wet cycles.
Modified clay: Improved by adding cement, lime, bentonite, etc., to enhance impermeability, stability, and corrosion resistance. It is suitable for the base layer with medium anti-seepage requirements.
Bentonite
It has the property of swelling when exposed to water. After swelling, it forms a dense impermeable layer with a permeability coefficient as low as below 1×10⁻⁹ cm/s. It is often used in combination with other materials (such as bentonite waterproof blankets) to enhance the anti-seepage effect.
Synthetic Geosynthetics
Synthetic materials have excellent anti-seepage performance and strong durability, making them the mainstream choice for plain-type tailings ponds (especially in scenarios with high anti-seepage requirements). They can be divided into the following categories:
Geomembranes (Core Anti-seepage Materials)
High-Density Polyethylene (HDPE) Membrane
Advantages: Extremely low permeability coefficient (usually less than 1×10⁻¹² cm/s), good chemical stability, resistance to acid and alkali corrosion, strong anti-aging performance, and adaptability to certain deformations (high elongation at break).
Application: Used as the main anti-seepage layer, commonly applied to the bottom, slopes, and surrounding isolation zones of tailings ponds. It needs to be spliced by welding to ensure integrity.
Linear Low-Density Polyethylene (LLDPE) Membrane
It has better flexibility than HDPE membranes and strong puncture resistance, making it suitable for areas with complex terrain or possible local settlement. However, its anti-aging property is slightly inferior.
| HDPE membrane Item | Index | Remarks |
| Thickness (mm) | ≥1.5 | Common specifications include 1.5mm, 2.0mm, etc., selected according to engineering requirements |
| Width (m) | 2.5 – 8 | Facilitates construction and laying |
| Density (g/cm³) | ≥0.94 | Ensures the uniformity and stability of the impermeable membrane |
| Tensile breaking strength (longitudinal and transverse, N/mm) | ≥37 (for 1.5mm membrane) | Reflects the material’s ability to resist tensile failure |
| ≥53 (for 2.0mm membrane) | ||
| Tensile yield strength (longitudinal and transverse, N/mm) | ≥23 (for 1.5mm membrane) | The strength at which the material starts to yield |
| ≥29 (for 2.0mm membrane) | ||
| Tensile breaking elongation (longitudinal and transverse, %) | ≥600 (for 1.5mm membrane) | Reflects the flexibility and deformation resistance of the material |
| ≥700 (for 2.0mm membrane) | ||
| Right-angle tear strength (N) | ≥187 (for 1.5mm membrane) | Measures the material’s tear resistance |
| ≥249 (for 2.0mm membrane) | ||
| Puncture resistance (N) | ≥530 (for 1.5mm membrane) | Reflects the material’s ability to resist puncture by sharp objects |
| ≥640 (for 2.0mm membrane) | ||
| Carbon black content (%) | 45691 | Improves UV resistance and anti-aging performance |
| Water vapor transmission coefficient (g·cm/(cm²·s·Pa)) | ≤1.0×10⁻¹³ | Has extremely low water permeability |
| Environmental stress crack resistance F20 (h) | ≥1500 | Reflects the material’s ability to resist cracking under long-term stress |
| Low-temperature impact embrittlement performance (℃) | Passes at -70℃ | Ensures the flexibility of the membrane material in low-temperature environments |
| Oxidation induction time (at 200℃, min) | ≥20 | Reflects the material’s oxidation resistance and durability |
Polyvinyl Chloride (PVC) Membrane
It has good corrosion resistance but is prone to embrittlement at low temperatures, making it suitable for areas with mild climates. Its cost is lower than that of HDPE membranes.
Ethylene-Vinyl Acetate (EVA) Membrane
It has excellent flexibility and good low-temperature performance, making it suitable for cold regions. However, its UV resistance is relatively weak and needs to be used with a protective layer.
Composite Anti-seepage Materials
Geomembrane combined with geotextile
The geomembrane serves as the anti-seepage layer, and geotextiles (non-woven fabrics) are compounded on both sides to enhance puncture resistance and wear resistance, protecting the geomembrane from damage by tailings particles or sharp objects.
Bentonite Waterproof Blanket (GCL)
It is made by pressing bentonite particles between two layers of geotextiles. It combines the swelling and anti-seepage properties of bentonite with the mechanical support function of geotextiles, featuring convenient construction and adaptability to small-scale settlements.
| GCL Item | Performance Index |
| Mass per unit area (g/m²) | ≥4000 |
| Bentonite expansion index (ml/2g) | ≥24 |
| Methylene blue adsorption capacity (g/100g) | ≥30 |
| Tensile strength (N/10cm) | ≥600 |
| Elongation at maximum load (%) | ≥10 |
| Peel strength (non-woven fabric and woven fabric, N/10cm) | ≥40 |
| Permeability coefficient (m/s) | ≤5.0×10⁻¹¹ |
| Resistance to hydrostatic pressure | 0.4MPa, no leakage for 1h |
| Filtration loss (ml) | ≤18 |
Other Auxiliary Isolation Materials
Geomalla
Though not directly impermeable, it can enhance the integrity of the anti-seepage layer structure, reduce cracking caused by settlement, and is often used in combination with geomembranes to improve system stability.
Composite Geotextile Drainage Net
Used in the drainage system under the anti-seepage layer, it quickly drains seepage water, reduces pore water pressure, and protects the anti-seepage layer from damage by water pressure.
Rigid Anti-seepage Materials
Suitable for areas with extremely high requirements for strength and durability (such as seepage interception ditches and retaining walls around tailings ponds), but they have poor flexibility and are sensitive to settlement.
Concrete and Reinforced Concrete
Water permeability is reduced by adding anti-seepage agents (such as silica fume and fly ash), making them suitable for anti-seepage in fixed structures, such as bank retaining walls and anti-seepage walls.
Asphalt Concrete
It has certain flexibility and crack resistance, and good low-temperature performance. It is often used as a protective layer on the surface of anti-seepage layers or anti-seepage structures in specific areas.
Selection Principles
When selecting anti-seepage materials for plain-type tailings ponds, the following factors should be comprehensively considered:
Impermeability Performance: Determine the required permeability coefficient (usually ≤1×10⁻¹⁰ cm/s) according to the nature of tailings (such as acidic, high-concentration pollutants).
Geology and Terrain: To adapt to possible foundation settlement in plain areas, prioritize materials with good flexibility and strong deformation resistance (such as HDPE membranes and GCL).
Durability: Considering the service life of tailings ponds (usually 20-50 years), select materials with anti-aging and chemical corrosion resistance, and use them with protective layers (such as geotextiles and compacted soil) to extend their service life.
Construction Feasibility: Due to the open construction site in plain areas, prioritize materials that are convenient for welding or laying (such as HDPE membranes and composite geosynthetics).
By reasonably combining the above materials (such as the composite structure of “natural clay + HDPE membrane + geotextile”), an efficient and stable anti-seepage isolation system can be formed to meet the environmental protection and safety requirements of plain-type tailings ponds.