Ocean-i Consultant Ltd provides design services for Foundation, ELS, Site Formation and other miscellaneous designs. Our clients mainly consist of foundation contractors.
We believed that integration of innovative technologies and professional experience is the key to providing high quality and economical design solutions to our clients. We are experienced in providing time and cost saving pile designs to our clients, some of which up to 50% cost reduction.
1. Pile cap bottom level unchanged to avoid ELS amendment.
2. At least 1 pile at this zone for loading test using Kentledge method, OR At least 5 piles must be aligned for loading testing using reaction piles.
3. Trial pile location must remain unchanged.
4. No piles are allowed within sunken region.
5. No piles are allowed near gantry.
6. No piles are allowed in this region to avoid clashing with ELS system.
We have achieved the theoretical minimum pile number* by rearranging pile layout for optimal distribution of pile load while fulfilling all client's requirements.
*pile number x average pile utilization, round up to the nearest integerWe also maintained a minimum of 0.5% margin of pile capacity to cater for potential changes in ground conditions and construction tolerance.
Last pile to be constructed is strategically positioned such that minimum alteration is sufficient to cater for unforeseen ground condition during construction.
Mr. Keith Leung
Tel.: +852 9355 5197 (Whatsapp)
Email: keith@ocean-i.org
Mr. Hermes Cheung
Tel.: +852 9228 9712 (Whatsapp)
Email: hermes.cheung@ocean-i.org