High-toughness in-Situ Cold Recycling Technology for Original Structural Layers
EXW
$11.45-25.77 /m²
China
South China University of Technology National University Science Park Shunde Innovation Park
0757-23338838
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Product Introduction

This technology uses independently developed high-viscosity modified emulsified asphalt (PG88, 94, and 100 grades) as the binding material, combined with advanced in-situ cold recycling equipment, with a single-layer application thickness of 4-20 cm. It addresses the shortcomings of traditional cold recycling technologies, such as insufficient material performance and slow early strength development. It enables in-situ cold recycling of the original structural layers of asphalt surfaces and semi-rigid bases. The recycled layer exhibits significantly enhanced crack resistance, impermeability, and rutting resistance compared to the original structural layer, providing a new solution for restoring and improving the mechanical properties of the original pavement structure without altering the elevation.

Technical Advantages:

  1. High Durability and Long Service Life

Designed for a service life exceeding 15 years, with excellent crack resistance, effectively withstanding repeated heavy loads and ensuring stable and durable structures.

  1. Resource-saving and Environmentally Friendly

Achieves 100% high-value recycling of reclaimed asphalt pavement materials, reduces binder usage by 50%, lowers energy consumption by 90%, and decreases carbon emissions by 60%.

  1. High Recycling Efficiency and Minimal Traffic Disruption

Within the same curing period, the in-situ recycled mixture achieves 1.5-2 times the strength of conventional cold recycled mixtures, typically allowing traffic to resume within 8 hours after construction.

  1. In-Situ Recycling Without Affecting Pavement Elevation

Single-layer recycling depth ranges from 4-20 cm, precisely regenerating the original structural layer, generally without the need for additional pavement structural layers, thus maintaining the original pavement elevation.

Product Parameters

Test Items

Unit

Technical Requirements

Test Method

Type PG88

Type PG94

Type PG100

Amount of emulsified asphalt (ratio of emulsified asphalt to stone)

%

≥ 4.0

≥ 4.5

≥ 4.5

T 0735

Rutting dynamic stability (60℃, 0.7MPa)

Times/mm

≥ 3000

≥ 6000

≥ 6000

T 0719

Four-point bending fatigue life (15℃, 200με)

Times

≥ 300000

≥ 500000

≥ 700000

T 0739

Fort Kenta Flyback Test Losses

%

≤ 8

≤ 8

≤ 6

T 0733

Freeze-thaw splitting test residual strength ratio

%

≥ 75

≥ 75

≥ 75

T 0729

Dry-wet splitting test strength ratio

%

≥ 85

≥ 85

≥ 85

T 0716

-10 ℃ bending test failure strain

με

≥ 2000

≥ 2500

≥ 3000

T 0715

Water permeability coefficient

mL/min

≤ 120

≤ 120

≤ 120

T 0730

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