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Project Overview:
Ascend Engineers Consulting referred us to investigate the collapsed brickwall fence on the hill site of a bungalow at Damansara Height Kuala Lumpur. Our engineer's site inspection revealed that the collapse occurred at the lowest point of the slope due to soil erosion caused by surface water undermining the existing fence slab. To prevent further erosion and stabilize the foundation, we installed (3) helical piles. The entire process, including removing the damaged slab, installing the piles, and casting the new pile cap, was completed in three days.
RIYE Engineering Installs (3) Helical Piles to Underpin a Collapsed Brickwall Fence on a Hill Site in Kuala Lumpur, Malaysia
Fall, 2024


RIYE ENGINEERING Sdn Bhd
1-10-07 Aurora Sovo,
Plaza Bukit Jalil
Aurora Place
No.1 Persiaran Jalil 1,
57000 Kuala Lumpur, Malaysia
Telephone: +6017-3030783
Website: www.helicalpile.asia
Email: info@helicalpile.asia
- Structure: Brickwall Fence Foundation on Steep Slope
- Soil Type: Steep Slope; No Soils Investigation
- No. of Piles: (3); Average Installation Depth (3) Meters
- Helical Piles: 76 mm, H74 Helical Pile + Anchor; 40 kN
- Pile Cap: Re-Cast Pilecap into Slope
- Installation Timeline: (3) Days


