alexgan
Structural
- Oct 14, 2005
- 7
Currently I am doing the construction for the Double Storey Link House at Malaysia.
However, during the piling, a lot of piles is not set after reaching 24 m.
The factor of Safety that the engineer used is 2.2. The most of the usage of the pile is only up to 70%.
I would like to ask, do you think the friction of the pile will be able to carry the load?
Please kindly advice.
However, during the piling, a lot of piles is not set after reaching 24 m.
The factor of Safety that the engineer used is 2.2. The most of the usage of the pile is only up to 70%.
I would like to ask, do you think the friction of the pile will be able to carry the load?
Please kindly advice.