Problems and Countermeasures in Rotary Excavation Construction of Deep Piles and Large Piles
Problems and Countermeasures in Deep Pile Construction (1) Increase the length of the drill bit to increase the amount of ballast drilled per drill; (2)
Problems and Countermeasures in Deep Pile Construction (1) Increase the length of the drill bit to increase the amount of ballast drilled per drill; (2)
The pile foundation is the main load-bearing part of the structure, and its quality is directly related to the safety and durability of the structure.
Piles are cylindrical members that penetrate deep into the soil or rock layer. The anti-slide pile in the slope treatment project transfers the slope thrust
Rotary drilling rigs are the most common equipment in current pile construction. Since the geology of each place is different, how to choose the appropriate
1. Acceptance of finished piles After the PHC piles are transported to the site, the relevant quality assurance information of the piles provided with the
Nowadays, the construction of large buildings is becoming more and more common. The increase in the scale of buildings has higher and higher requirements for
Today, we will compare rotary drilling rigs with commonly used impact and rotary drilling rigs in the past, and give some suggestions on how to
For rotary bored piles, controlling the thickness of sediment at the bottom of the pile is the key to quality control of pile foundation construction.
With the continuous development of engineering technology, new steel piles and reinforced concrete piles are becoming more and more widely used in engineering construction. Different
Venue Layout The construction site mainly includes three parts: the underground diaphragm wall forming area; the mud system area; and the steel cage processing area.
Foundation engineering is an extremely important part of construction projects, whether it is the treatment of problems such as “miscellaneous filling”, “weakness”, “collapse”, “liquefaction” and
The cushion method is to dig out the weak soil layer within a certain range under the base of the foundation, then fill it in
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