Geoss Guidelines On Local Practices For Pile Foundation Design And Construction

Constructing bored or driven piles within urban environments necessitates strict control over concrete quality and steel placement. Code of practice for foundations - Singapore Standards

This ensures functionality under working loads. Local practices typically dictate strict allowable pile-top settlements—often limited to 15 mm under 1.5 times the working load and 25 mm under 2.0 times the working load during testing. Structural Calculations for Bored Piles Constructing bored or driven piles within urban environments

| | Key Focus | | :--- | :--- | | Guidelines on Good Practices for Pile Load Test Using Kentledge Method in Singapore (2011) | Safe setup and execution of pile load tests using the kentledge method | | Joint BCA/IES/ACES/GeoSS Circular 2016 | Regulatory requirements for ground investigation, load tests, and quality control | | New Guidelines for Bored Piles in Limestone Areas (2025, with BCA, IES, ACES) | Risk-based framework for bored piling in karstic limestone terrain | | Guidelines on Identification of Rock During Bored Piling Works (2019, with BCA) | Standardized rock identification and classification for bored piling | | GeoSS-BCA EC7 Briefing (2014) | Guidance on ground investigation and characteristic value determination under EC7 | | GeoSS Seminar Slides (2011) | Common mistakes in piles subjected to negative skin friction | Structural Calculations for Bored Piles | | Key

The guidelines emphasize that planning of the pile load test setup should start in the design office. The design of the kentledge setup must be carried out by a Professional Engineer (PE), who is responsible for detailing the type and amount of kentledge, the setup configuration, and the foundation to support the full weight. the setup configuration