Brick Retaining Wall Construction Details

Design procedure overview 3.

Brick retaining wall construction details.

Redi rock construction details scroll down to see all the construction details available or click one of the links below to drop down to the section you re looking for. Between them is a gap for steel that runs up from the foundation to the top of the wall. Medium height brick retaining walls typical mass retaining wall details these walls rely mainly on their own mass to overcome the tendency to slide forwards. It should be at least 215mm thick and bonded or made of two separate brick skins tied together.

Harington srw harington rear lipped segmented retaining walls srws include a comprehensive assortment of block heights depths and face. When the space is filled with grout or concrete it becomes a solid structure. This design is composed of two standard brick walls just inches apart that share the same foundation. Gravity walls solid 41 inch 1030mm hollow core and xl blocks.

Basics of retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance. Mass retaining walls are not generally considered to be economic over a height of 1800mm when constructed of brick or concrete and 1000mm high in the case of natural stonework. Acme brick showrooms offer select pavestone retaining wall products. Severely exposed brickwork this technical guide caters for those seeking to achieve long lasting results in their external works such as freestanding garden and retaining walls and chimneys which regardless of location should always be considered to be severely exposed.

Soil mechanics simplified 4. Construction of concrete block retaining walls with steps builder s engineer masonry cantilever ncma wall reinforcement options architekwiki allan design details gravity build a using blocks reader digest asia step by guide to building iseekplant detail package construction of concrete block retaining walls with steps builder s engineer retaining walls construction concrete masonry cantilever. Consider the cantilever retaining wall with the cross section shown in the above figure a 1 which retain a 2m depth of soil having the ground water table at rm om 5 68 2 0 hence safe in overturning moment. A minimum wall thickness should be 215mm of bonded construction or two separate brick skins tied together see reinforcement this will suffice in most cases where the ground level difference does not exceed one metre and where ground and water pressures are minimal.