A new type of geosynthetic material, the non-woven geocell, is
formed by sequentially welding or stitching PET filament non-woven fabric into
a three-dimensional honeycomb structure. This unique structure grants it
multiple functions such as water permeability and filtration, separation,
protection, as well as reinforcement and stabilization.
Breakthrough in Engineering Materials
Unlike traditional HDPE or PP geocells, non-woven geocells use
polyester non-woven fabric as the base material, creating a three-dimensional
honeycomb structure through special welding processes. This design retains the
inherent water permeability and filtration characteristics of non-woven fabric
while providing higher reinforcement strength through its three-dimensional
structure. When deployed, each cell unit forms a continuous wall that can be
filled with soil and rock materials, providing three-dimensional reinforcement
effects to the soil.
Comparison of Technical Advantages
Compared to traditional HDPE or PP geocells, non-woven geocells
offer significant advantages in water permeability, filtration, and nodal
strength. HDPE geocells lack water permeability, which can lead to runoff
erosion at the contact surface. In contrast, the non-woven material allows
water to pass through freely while effectively retaining soil particles,
maintaining the stability of water and soil structures. Their production
process is relatively simpler, offering higher construction convenience, which further
reduces overall project costs. The flexible structure of non-woven geocells
allows them to better adapt to foundation settlement and deformation.
Particularly in soft soil environments, they can resist loads generated by the
weight of the fill and internal friction, maintaining structural stability.
Construction Technology and Specifications
The construction process for non-woven geocells is relatively
stringent. Before laying, the roadbed slope must be thoroughly cleaned and
leveled, removing stones and loose roots. During installation, the geocell
components must be fully expanded and secured at the top using hook-shaped
anchor screws. The length of the anchoring piles should exceed the height of
the geocell itself by a certain ratio. For instance, for a 5 cm geocell, the
anchor pile should be 2-5 cm longer; for a 10 cm geocell, the anchor pile
should be 2-10 cm longer. After the geocells are expanded and anchored, they
need to be filled with suitable, high-quality planting soil. The fill material
should reach 1.2 times the height of the geocell, and vegetation should be
planted promptly to establish a green protection system. Season selection also
significantly impacts the construction outcome. It is preferable to construct
during spring and autumn, avoiding the rainy season, to ensure project quality
and long-term stability.
Market Prospects and Environmental Value
As environmental policies become increasingly stringent, the
environmental characteristics of non-woven geocells highlight their value.
Non-woven geocells provide a more environmentally friendly solution for
engineering applications. Especially in temporary projects and ecological
restoration projects, biodegradable non-woven geocells can reduce long-term
residue issues. With increasing environmental requirements, biodegradable
non-woven geocell technology continues to develop. New non-woven materials incorporating
ecological degradation masterbatches can degrade naturally after use while
maintaining performance, reducing environmental pollution. In the future, with
advancements in materials science, non-woven geocells are expected to replace
traditional materials in more engineering fields, offering more economical,
environmentally friendly, and efficient solutions for infrastructure
development.