Method Statement For Reinforced Concrete Retaining Wall

The dowels are formed as reinforcing grout filled boreholes and the wale beams are formed as reinforced concrete members pneumatically sprayed against the skin.

Method statement for reinforced concrete retaining wall.

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. The retaining wall is built as the cut proceeds. Refer to the structural engineer s specifications and detail drawings. The pump bagging will be initially positioned at the base of walls and then progressively withdrawn.

A new reinforced concrete retaining wall will be formed in an underpinning sequence using steel trench sheeting as temporary earth support. Wall of the gardens of 14a lancaster road. Forces on retaining walls 6. All necessary hand tools.

Soil mechanics simplified 4. 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. Building codes and retaining walls 5.

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. Cranes concrete bucket pumps chute shovel and manual methods will be used as per the elevation quantity of concrete and to suit the site condition towards conveying spreading concrete.

Free sample method statement for retaining wall construction. Mechanical vibrators internal vibrators. A method statement for the construction of the rc rw is to be written for the review of the resident engineer. Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.

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. 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. The new wall to the perimeter of the new basement should be underpinned using reinforced concrete. Survey and setting out shall be done in the present of resident engineer or his.

Retaining wall work shall be taken up for a length of 10m to 20m to suit the site condition duly considering the safety aspect. Construction methodology for retaining walls shear walls or monolithic wall both shear and retaining wall 1. Soil bearing and stability 8. A cut to a selected depth is covered by a skin of pneumatically applied concrete.

Method statement of concreting for vertical elements retaining wall shear walls columns etc following equipment shall be arranged before starting the work.