SYNOPSIS

Helical pile/ anchor is screwed into the ground by torsion from hydraulic machine, in simple say it is screwing a big screw into soil. Helical piles can be extended by jointing the extension shaft till a required depth or a suitable bearing soil stratum is reached. Load is transferred to the soil through the helix bearing plate. Piles sections are joined with bolted couplings. Without augering out and remove the soil, the helix plate screw into ground with the standard 3" pitch in minimizing soil disturbance. It's benefit of no vibration, no spoils and quick installation is an alternative piling foundation of micro pile and jack in pile.

Topics :

1)  History of Helical Piles & Developments.
2)  Code of Design, Test & Performances Requirements.
3)  Design Mode Failure.
4)  Correlation of ULT & PDA.
5)  Torque Correlation Ratio
6)  Applications - Pictures


BIODATA OF SPEAKER

Ir. Khor Sek Gay was graduated with a Bachelor Degree in Civil Engineering from University Teknologi Malaysia in Year 2000. He was the registered member as professional engineer with Board of Engineers Malaysia (BEM) and the Institution of Engineer’s Malaysia (IEM). Ir. Khor Sek Gay started his career as a project Manager with the public listed geotechnical specialist in Malaysia.

In year 2008, he worked as Civil Design Coordinator with multinational company in China and Indonesia for building process plants with investment capital of USD2 billion. In the year of 2012,he established RIYE Engineering Sdn Bhd with core business in Construction of petro chemical and industrial plant projects. In Malaysia, the Company Investing in research, testing and engineering of helical piles. In year2014, the Company Introduced helical piles + anchor in Malaysia. Lately, established Helical Pile + Anchor Pte Ltd in Singapore.