MORD 27 (2015) provides comprehensive guidelines for the design, manufacture, installation, and application of do-it-yourself gabion retaining walls specifically for rural roads in India. This standard covers machine-made and handmade gabion baskets, their technical specifications, installation procedures, and typical applications such as slope stabilization, culvert protection, and erosion control. It is intended for civil engineers and construction professionals involved in rural road infrastructure, offering an economical, flexible, and environmentally friendly alternative to traditional retaining walls.
Overview
MORD 27 (2015) provides comprehensive guidelines for the design, manufacture, installation, and application of do-it-yourself gabion retaining walls specifically for rural roads in India. This standard covers machine-made and handmade gabion baskets, their technical specifications, installation procedures, and typical applications such as slope stabilization, culvert protection, and erosion control. It is intended for civil engineers and construction professionals involved in rural road infrastructure, offering an economical, flexible, and environmentally friendly alternative to traditional retaining walls.
Audience
Contents
Structure
| Length (m) | Width (m) | Height (m) | Diaphragms |
|---|---|---|---|
| 4 | 1 | 1 | 3 |
| 3 | 1 | 1 | 2 |
| 2 | 1 | 1 | 1 |
| 1.5 | 1 | 1 | 0 |
| 4 | 1 | 0.5 | 3 |
| 3 | 1 | 0.5 | 2 |
| 2 | 1 | 0.5 | 1 |
graph TD
A[Gabion Box] --> B[Wire Mesh (Hexagonal, Double Twisted)]
B --> C[Zinc or Zinc+PVC Coating]
A --> D[Filled with Stones/Concrete/Soil]
Description:
| Parameter | Value/Range |
|---|---|
| Cell size (length × width × height) | Usually 1m × 1m × 1m or customized |
| Diaphragm spacing | ~1 m |
| Wire diameter (mesh) | 2.0 - 4.0 mm (varies) |
| Edge wire diameter | Larger than mesh wire |
| Void ratio | 30% - 40% |
| Coating thickness | Zinc: 200 g/m²; Zinc+PVC: as per IS-16014 |
graph TD
A[Gabion Box] --> B[Hexagonal Double Twisted Wire Mesh]
B --> C[Diaphragms at 1m spacing]
A --> D[Selvedged Edges with thicker wire]
A --> E[Filled with durable rock]
A --> F[30-40% voids for drainage]
F --> G[Ensures slope stability]
References:
| Feature | Handmade Gabion | Machine Made Gabion |
|---|---|---|
| Mesh Type | Rectangular (10×10), Hexagonal (10×12) | Hexagonal (10×12), mechanically selvedged |
| Wire Diameter (mm) | Rectangular: 4.06; Hexagonal: 3.25 | Hexagonal: 2.7 to 3.0 |
| Mesh Strength (kN/m) | Hexagonal: 19; Rectangular: No data | Hexagonal: 32 to 40 |
| Coating | Commercial class zinc coating (rust in 3-4 months) | Standardized zinc coating (better durability) |
| Mesh Uniformity | Non-uniform; mesh openings vary | Uniform mesh openings prevent bulging and fill escape |
| Structural Integrity | No selvedging; no standard lacing wire | Selvedging and double twist for rigidity and damage control |
| Fill Material Size | Larger size preferred (higher void ratio, less stability) | Optimized fill size (better stability) |
| Double Twist Strength | Not specified | 0.4 to 0.5 kN for 10×12 mesh |
flowchart LR
A[Handmade Gabion] --> B[Non-uniform mesh]
A --> C[No selvedging]
A --> D[Commercial coating]
B --> E[Mesh enlargement & fill escape]
C --> F[Lower structural strength]
D --> G[Prone to rust in 3-4 months]
H[Machine Made Gabion] --> I[Uniform hexagonal mesh]
H --> J[Selvedged edges]
H --> K[Standard zinc coating]
I --> L[Prevents bulging & fill escape]
J
Technical Parameters of Gabion Mesh (10x12 Zn + PVC Coated)
| Characteristic | Value |
|---|---|
| Mesh wire diameter (ID/OD) | 2.7 / 3.7 mm |
| Edge/Selvedge wire diameter | 3.4 / 4.4 mm |
| Lacing wire diameter | 2.2 / 3.2 mm |
| PVC coating thickness | Nominal 0.5 mm |
| Tensile strength | 350 - 550 N/mm² |
| Elongation | ≥ 10% |
| Zinc coating (gm/sqm) | 240 (2.2 mm), 260 (2.7 mm), 270 (3.4 mm) |
| PVC coating thickness range | 0.38 - 0.5 mm |
Typical Standard Sizes of Gabion Box (10x12 Mesh type)
| Length (m) | Width (m) | Height (m) | No. of Diaphragms |
|---|---|---|---|
| 4 | 1 | 1 | 3 |
| 3 | 1 | 1 | 2 |
| 2 | 1 | 1 | 1 |
| 1.5 | 1 | 1 | 0 |
| 4 | 1 | 0.5 | 3 |
| 3 | 1 | 0.5 | 2 |
| 2 | 1 | 0.5 | 1 |
graph LR
A[Gabion Mesh] --> B(Mesh Wire Diameter 2.7/3.7 mm)
A --> C(Edge Wire Diameter 3.4/4.4 mm)
A --> D(Lacing Wire Diameter 2.2/3.2 mm)
A --> E(PVC Coating 0.5 mm
Key Features & Characteristics of Gabions (MORD 27 - Clause 5.0):
| Parameter | Value/Range |
|---|---|
| Wire diameter | 2.0 - 4.0 mm |
| Mesh size | 50 x 50 mm (square) |
| Tensile strength | 380 - 550 N/mm² |
| Stone size | 40 - 150 mm |
| Basket dimensions | 1m x 1m x 1m (standard) |
flowchart LR
A[Gabion Basket] --> B[Wire Mesh]
A --> C[Stone Filling]
B --> D[Galvanized or PVC Coated]
C --> E[Angular Stones 40-150 mm]
A --> F[Flexible & Permeable Structure]
F --> G[Adapts to Ground Movement]
F --> H[Allows Drainage]
This concise overview aligns with MORD 27 Clause 5, providing essential specs and characteristics for gabion design and application.
Gabion Installation Procedure (MORD 27 - Clause 6.0)
Gabion Preparation:
Lacing Operation:
Foundation Preparation:
Gabion Placement & Filling:
Cross Ties:
| Length (m) | Width (m) | Height (m) | No. of Diaphragms |
|---|---|---|---|
| 4 | 1 | 1 | 3 |
| 3 | 1 | 1 | 2 |
| 2 | 1 | 1 | 1 |
| 1.5 | 1 | 1 | 0 |
| 4 | 1 | 0.5 | 3 |
| 3 | 1 | 0.5 | 2 |
Typical Applications for Rural Roads (MORD 27, Clause 7)
| Parameter | Typical Value |
|---|---|
| Wall Height (H) | Up to 6 m |
| Base Width (B) | 0.5 to 0.7 × H |
| Materials | Locally available stone |
| Reinforcement | Double twist mesh (for MSE) |
| Face Type | Stepped or vertical |
flowchart TD
A[Rural Road] --> B[Gabion Retaining Wall]
A --> C[Gabion Crash Barrier on Sharp Curves]
A --> D[Gabion Mattress for Bank Protection]
B --> E[Gravity Wall (Base = 0.5-0.7 H)]
B --> F[MSE Wall with Double Twist Mesh]
F --> G[Green Facia with Coir Mat]
This approach balances cost, local materials, and environmental considerations for rural road stabilization and safety.
Typical Sections of Gabion Wall (IS Code MORD 27)
| Length (m) | Width (m) | Height (m) | No. of Diaphragms |
|---|---|---|---|
| 4 | 1 | 1 | 3 |
| 3 | 1 | 1 | 2 |
| 2 | 1 | 1 | 1 |
| 1.5 | 1 | 1 | 0 |
| 4 | 1 | 0.5 | 3 |
| 3 | 1 | 0.5 | 2 |
| 2 | 1 | 0.5 | 1 |
graph TD
A[Top View]
B[Side View]
C[Gabion Box (Length x Width x Height)]
D[Diaphragms inside box]
E[Backfill soil]
F[Non-woven Geotextile]
A --> C
C --> D
B --> C
B --> E
E --> F
Use these standard sizes and diaphragm counts for modular design and installation of gabion retaining walls per MORD 27.
| Parameter | Gabion Wall | PCC/RCC/RR Masonry Wall |
|---|---|---|
| Flexibility | Flexible; accommodates differential settlement without damage | Rigid; cracks occur under differential settlement |
| Permeability | Permeable; allows drainage, reducing hydrostatic pressure | Impermeable; requires drainage to avoid high hydrostatic pressure |
| Simplicity/Economy | Requires unskilled labor and simple tools | Requires skilled labor, steel formwork, machinery; higher cost |
| Environmental Impact | Eco-friendly; supports vegetation, low carbon footprint | Non-eco-friendly; vegetation growth causes cracks; noise pollution |
| Impact Resistance | Good shock absorption; local damage repairable | Cracks under impact; local repair difficult |
| Foundation | Can be founded on yielding soil; minimal ground improvement needed | Requires hard strata or extensive ground improvement |
| Seismic Resistance | Flexible; accommodates seismic/dynamic forces | Rigid; vulnerable to seismic failure |
| Failure Mode | Gradual, detectable and repairable | Sudden and catastrophic |
graph LR
A[Gabion Wall] --> B[Flexible Structure]
A --> C[Permeable - Allows Drainage]
D[PCC/RCC/RR Wall] --> E[Rigid Structure]
D --> F[Impermeable - Requires Drainage System]
For detailed design, refer to IS codes on retaining walls and gabion specifications.
Frequently Asked
Key Differences Between Handmade and Machine-Made Gabion Baskets (MORD 27, Clause 3.0):
| Aspect | Handmade Gabion | Machine-Made Gabion |
|---|---|---|
| Mesh Type | Rectangular (10×10) & Hexagonal (10×12) | Hexagonal (10×12) mechanically selvedged |
| Wire Diameter (mm) | 3.25 to 4.06 | 2.7 to 3.0 |
| Mesh Strength (kN/m) | ~19 (hexagonal), no data for rectangular | 32 to 40 (hexagonal) |
| Coating | Commercial galvanizing, lasts 3-4 months | Heavy galvanizing per IS standards, long durability |
| Mesh Uniformity | Non-uniform, leads to bulging & material escape | Uniform mesh opening prevents bulging and loss |
| Selvedging | None, reduces strength | Provided, adds rigidity |
| Stress Distribution | Non-uniform, causes early failure and bulging | Uniform, better stress distribution |
| Flexibility | Low, joints and uneven mesh cause instability | High, double twist mesh adapts to settlement |
| Ease of Construction | Slow, handmade assembly | Fast, ready-made boxes reduce time |
| Quality Assurance | None | ISO 9001 QA monitored |
| Durability | 3-4 months corrosion resistance | High, suitable for underwater use |
Summary: Machine-made gabions offer superior strength, uniformity, durability, and ease of construction due to mechanized double-twisted hexagonal mesh and quality control, while handmade gabions suffer from non-uniformity, lower durability, and slower production.
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Gabion Wire Mesh Materials and Coatings for Durability (MORD 27)
| Wire Dia (mm) | Zinc Coating (gm/sqm) |
|---|---|
| 2.2 | 240 |
| 2.7 | 260 |
| 3.4 | 270 |
Summary: Use double twisted steel wire mesh with heavy zinc coating (≥240 gm/sqm) and PVC coating (~0.5 mm) for enhanced durability of gabions.
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Gabion Retaining Wall Installation & Foundation Preparation (MORD 27)
Foundation Preparation:
Gabion Installation Steps:
Filling Stones:
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This ensures structural integrity, drainage, and durability of gabion retaining walls per MORD 27 guidelines.
Gabion Retaining Walls in Rural Roads (MORD 27, Clause 7.0 - 7.8)
Gabion retaining walls are most effective in the following rural road applications:
Design criteria:
| Application | Key Benefit | Typical Height |
|---|---|---|
| Slope stabilization | Prevents landslides and erosion | Up to 6 m |
| Roadbed support on steep slope | Space gain without large cuts | Up to 6 m |
| Crash barriers on curves | Energy dissipation and safety | Low to medium height |
| Reinforced soil structures | Soil mass reconstitution, flexible | Variable |
| Vegetated facia systems | Environmental balance & slope stability | Low to medium height |
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In essence, gabion walls are ideal for rural roads in hilly terrain requiring flexible, economical, and environmentally friendly retaining structures.
Comparison of Gabion vs. PCC/RCC Masonry Walls
| Parameter | Gabion Wall | PCC/RCC/RR Masonry Wall |
|---|---|---|
| Flexibility | Highly flexible; accommodates differential settlement without cracking. | Rigid; cracks develop under differential settlement. |
| Environmental Impact | Eco-friendly; promotes vegetation growth, reduces carbon footprint, and enhances landscape. | Non-eco-friendly; prone to cracking due to vegetation, no noise absorption, causes noise pollution. |
| Permeability | Permeable; allows drainage, reducing hydrostatic pressure. | Impermeable; requires drainage measures to avoid high hydrostatic pressure. |
| Labour & Economy | Simple construction; no skilled labor or special equipment needed. | Requires skilled labor, steel formwork, machinery; higher material cost. |
| Impact Resistance | Good shock absorption; local damage repairable. | Rigid; cracks under impact; difficult to repair locally. |
| Foundation Sensitivity | Can be founded on yielding soils; minimal failure risk. | Sensitive to settlement; requires hard strata or ground improvement. |
| Seismic Resistance | Flexible; accommodates seismic forces without collapse. | Rigid; susceptible to sudden failure under seismic action. |
Gabion walls offer superior flexibility and environmental benefits compared to traditional PCC/RCC masonry walls. Their permeability reduces hydrostatic pressure, and their flexibility enhances seismic performance and settlement accommodation. Environmentally, gabions support vegetation, lowering carbon footprint and improving aesthetics.
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References: IS Code MORD 27, Clause
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