What Are CFG Piles?
CFG (Cement Fly-ash Gravel) piles are a type of composite foundation pile with a strength grade of C20, achieved by adjusting cement content and mix ratios. These piles fall between rigid and flexible piles in terms of performance. CFG piles, along with the surrounding soil and a gravel cushion layer, form a composite foundation that enhances load-bearing capacity. Unlike traditional piles, CFG piles typically do not require reinforcement calculations, reducing costs. Additionally, they utilize industrial waste materials like fly ash and stone chips, making them an economical and eco-friendly choice.
Common Quality Issues in Pile Construction
1. Necking Pile (Constricted Pile)
Description:
Necking piles occur when the pile diameter shrinks, usually in saturated silt or soft clay layers above the groundwater table. This happens due to soil pressure or improper concrete filling during casing withdrawal.
Causes:
- Excessive vibration during casing extraction.
- Rapid withdrawal speed (>0.8 m/min).
- Insufficient concrete filling (filling coefficient <1.1).
Prevention Measures:
- Use a “slow withdrawal with frequent compaction” technique.
- Limit withdrawal speed to ≤0.8 m/min.
- Monitor concrete filling at every 1m interval.
2. Broken Pile (Fractured Pile)
Description:
Broken piles exhibit partial separation or complete gaps in the concrete, often near hard soil interfaces.
Causes:
- Poor construction sequencing (e.g., adjacent pile interference).
- Premature loading before concrete curing.
Prevention Measures:
- Implement jump pile driving (wait until adjacent piles reach 60% design strength).
- Follow a pre-planned pile driving sequence.
3. Hanging Pile (Suspended Pile)
Description:
A hanging pile occurs when the pile base lacks proper support, often due to weak soil or water infiltration.
Causes:
- Casing tip stuck in hard soil.
- Improper concrete flow during withdrawal.
Prevention Measures:
- Conduct preliminary soil testing and trial piles.
- Use vibration before withdrawal and check concrete flow every 0.5m.
- Apply repeated compaction to ensure base stability.
4. Honeycomb Pile (Porous Pile)
Description:
Honeycombing results in irregular voids (up to 60-70mm deep), reducing load-bearing capacity.
Causes:
- Poor concrete mix (excessive coarse aggregates).
- Low slump (60-80mm required).
Prevention Measures:
- Limit maximum aggregate size (≤50mm).
- Use admixtures (e.g., plasticizers, fly ash) for better workability.
5. Mud-Inclusion Pile (Soil-Contaminated Pile)
Description:
Mud inclusions weaken pile integrity, occurring at the tip or along the shaft.
Causes:
- Rapid withdrawal in saturated clay.
- Improper re-driving (excessive reverse insertion).
Prevention Measures:
- Control withdrawal speed (≤0.5 m/min).
- Avoid re-driving in high-mobility silt layers.
- Monitor pile diameter using float gauges.
Key Takeaways for Quality Assurance
✔ Optimize concrete mix (slump: 60-80mm, aggregates ≤50mm).
✔ Control withdrawal speed (0.5-0.8 m/min).
✔ Use trial piles to detect soil issues early.
✔ Follow jump driving to prevent fractures.
By addressing these common pile defects, engineers can ensure stronger, more reliable foundations.
