Philippine sheet pile,MHZ20-1,MHZ20-2,MHZ24-1,MHZ24-2,,MHZ26-1,MHZ26-2

Separate descriptions of Philippine sheet pile MHZ20-1 possible construction MHZ20-2 methodologies for each of these MHZ24-1 marine facilities will be provided. The construction methodologies will be developed with consideration of minimizing the potential for environmental disturbance. The LNG Jetty has been MHZ 20-1 divided into two main components consisting of the Suspension Bridge which MHZ 20-2 Flora Bank, and the Trestle and Berth Structures which make up the balance of the overall LNG Jetty.

Steel sheet piles MHZ24-2 Suspension Bridge is MHZ26-1 approximately 1,100 m long and is the closest jetty section MHZ26-2 to the shore. Since the Suspension Bridge spans over Flora Bank, it effectively avoids any form of marine foundations within Flora Bank. The Trestle section of the jetty and the Berth Structures are MHZ 24-1located in deeper waters and are comprised of pile-and deck construction. Because of the inherently different structures used for the two Jetty components, the construction methodologies will be MHZ 24-2 divided between the Suspension Bridge and the Trestle/ Berth Structures.

The Suspension Bridge component will be MHZ 26-1 further divided between the bridge’s superstructure and MHZ 26-2 the bridge’s marine foundations consisting of the Southwest Tower and Southwest Anchor Block. A comparison will be drawn between viable methods for constructing the Trestle and Berth Structure component.