The total height of different types of retaining wall shall be cast in 2 or 3 pours keeping the maximum height of pour of 2 44m.
Method statement for reinforced concrete retaining wall.
A new reinforced concrete retaining wall will be formed in an underpinning sequence using steel trench sheeting as temporary earth support.
Soil mechanics simplified 4.
A cut to a selected depth is covered by a skin of pneumatically applied concrete.
Design procedure overview 3.
Shuttering and staging shall be as per the scheme attached.
On high wall pours care will be taken to ensure the concrete is fully compacted at lower levels and around box outs or cast in pipes.
The retaining wall is built as the cut proceeds.
Construction methodology for retaining walls shear walls or monolithic wall both shear and retaining wall 1.
Wall of the gardens of 14a lancaster road.
The new underpins will transfer the vertical loads from the walls and horizontal loads from the earth.
Over 3 0m will be by concrete pump.
Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.
Method statement for retaining wall work execution.
The pump bagging will be initially positioned at the base of walls and then progressively withdrawn.
Method statement of concreting for vertical elements retaining wall shear walls columns etc following equipment shall be arranged before starting the work.
Retaining wall work shall be taken up for a length of 10m to 20m to suit the site condition duly considering the safety aspect.
Building codes and retaining walls 5.
Earthquake seismic design 7.
All necessary hand tools.
Refer to the structural engineer s specifications and detail drawings.
Forces on retaining walls 6.
Survey and setting out shall be done in the present of resident engineer or his.
The new wall to the perimeter of the new basement should be underpinned using reinforced concrete.
A method statement for the construction of the rc rw is to be written for the review of the resident engineer.
The dowels are formed as reinforcing grout filled boreholes and the wale beams are formed as reinforced concrete members pneumatically sprayed against the skin.
Soil bearing and stability 8.
Firstly the area will be surveyed in order to know the elevation and the proper section or shape construction joints and the straightness of the line with respect to the gridlines.
Concrete shall be delivered to site within 75 minutes after the introduction of the water to the cement and shall be placed and compacted within 45.
Mechanical vibrators internal vibrators.