PAZ4450,PAZ 4450,PAZ4460,PAZ 4460,PAZ4470,PAZ 4470,sheet piles

Sheet piles wall is suitable for both PAZ4450 cut and fill PAZ4460 applications but is most suitable for cut applications. Because of the narrow base width of this type wall it is suitable for situations with tight space constraints or right-of-way constraints. The Port of Seattle has its own fire and police departments located on the airport facility. Stay on the line. Because this type wall depends on the passive resistance of foundation material, it should not be used where it is likely that foundation material will be removed in front of the wall during its service life.

In the event of a fire, evacuate PAZ4450 the area by following your emergency evacuation plan. For a new container harbor at Wilhelmshaven (Jade) the tender design was made as a vertical anchored combined sheet pile wall with a concrete superstructure, placed on inclined PAZ 4470. In case of fire, injury, or emergency at any building or location on the project, contact emergency services at the numbers listed and provide all details required. The economical height of this type wall is PAZ4460 generally limited to a maximum height of 20 feet or less. In either situation, station individuals who can assist incoming emergency response personnel to the location quickly. Anchored walls are typically composed of the same elements as non-gravity cantilevered walls, but derive additional lateral resistance from one or more levels of anchors. In the event of injury to personnel, provide assistance as applicable.

Steel sheet pile PAZ4470 or PAZ 4450 is responsible for reporting pertinent information to arriving emergency response personnel. Top of the superstructure is NN +7.5 m, the sheet pile wall and the steel piles under the superstructure reach PAZ4470 down to NN –45 m in the very dense pleistocene sand. Harbor bottom is NN –19.8 m, thus the height of the PAZ 4450 quay wall is 27.3 m. The Contractor shall have in place written Site-Specific Emergency Procedures and PAZ 4460 site evacuation plans. This type wall depends on passive resistance of the foundation material and the moment resisting capacity of the vertical structural members for stability, therefore its maximum height is limited by the competence of the foundation material and the moment resisting capacity of the vertical structural members. The PAZ 4460 plan shall include primary and secondary location/assembly points where Contractor personnel will meet following such conditions, how personnel will be accounted for, and shall be posted in a conspicuous location. The length of the PAZ 4450 wall is 46.5 m, the length of the anchor pile is 47 m. Thewall is placed 4.5 m behind of the front of the superstructure, in front of the wall circular piles of 1.2 m diameter, spaced 4.32 m, form the support for the fender system. The front sheet pile wall is backfilled only up to NN –3.0 m to reduce earth pressure.

These plans shall include how PAZ 4460 and their PAZ 4470 personnel will deal with severe weather conditions, natural disasters such as earthquakes, airport emergencies, higher security alert statuses, and construction related emergencies. The anchors may be ground anchors (tiebacks) consisting of drilled holes with grouted in prestressing steel tendons extending from the wall face to an anchor zone located behind potential failure planes in the retained soil or PAZ 4470 rock mass. Even with this design trick the largest available profiles (PSp 1035 S) are necessary as primary piles. This information shall be posted at the project site and updated as conditions change.At the rear end of the superstructure a sheet pile wall Larssen 605k retains PAZ4470 soil behind of the superstructure. These anchors are located behind potential failure planes in the retained soil and are connected to the wall by horizontal tie rods.

The tender design makes use of all design options to optimize the structure, but more or less it is something like a final evolution for this type of quay wall construction.

The Contractor shall advise employees of these assembly points at their initial safety orientation. All inquiries from the media regarding any incident occurring on the site shall be referred to the Port’s Public Affairs Manager. The PAZ4460 anchors may also be structural anchors consisting of reinforced concrete anchors, driven or drilled in vertical pile anchors or a group of driven PAZ4450 consisting of battered compression piles and vertical tension piles connected with a reinforced concrete cap.