Stone Masonry Retaining Wall Design Example

The civilweb stone masonry retaining wall design spreadsheet is an advanced retaining wall design spreadsheet which completes the design of stone masonry retaining walls in accordance with bs en 1997.

Stone masonry retaining wall design example.

6 foot 1 8 m high gravity retaining wall equivalent fluid pressure of soil 40 pcf 7 1 kn m soil weight 100 pcf 15 7 kn. Hence this attempt to condense simplify and compile information from many sources including my own experience into this book. A gravity wall h 3m masonry or stone b cantilever wall h 3m and h 6m c counterfort wall h 8m d buttress wall transverse stem support provided on front side e e bridge abutment additional horizontal restraint from bridge deck a gravity wall h 3m masonry or stone. Flexural and shear stresses in gravity retaining walls will almost always be of minor importance.

The civilweb stone masonry retaining wall design spreadsheet comes complete with analysis tools which can be found nowhere else on the market. Masonry design and in all sorts of related topics. These walls are generally made of masonry and concrete. This type of construction is not economical for walls higher than 3m.

Stone masonry retaining wall design example. 5 9 examples 6 design for wind loading 6 1 introduction 6 2 overall stability 6 3 theoretical methods for wind load analysis 6 4 load distribution between unsymmetrically arranged shear walls 7 lateral load analysis of masonry panels 7 1 general 7 2 analysis of panels with precompression 7 3 approximate theory for lateral load analysis of walls. Despite the many references a single volume on retaining wall design for the professional practitioner and civil engineering student could not be found. They depend mostly on their own weight and any soil resting on the wall for stability.

Scope this guideline provides the fundamentals of design of stone masonry retaining walls. Flexural and shear stresses are checked in the second design example and it is seen that the magnitudes are very low. The main purpose is to provide standard designs of stone masonry retaining wall that can be easily followed by engineers in the field. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.

B semi gravity retaining walls are modification of gravity wall in which small amounts of. A gravity retaining walls are constructed of plain concrete or stone masonry. Sketches of the retaining wall forces should be considered to properly distinguish the different forces acting on our retaining wall as tackled in the previous article retaining wall. Retaining wall retains earth when level difference exists between two surfaces.

Soil between a retaining wall and a trial failure plane. Design the reinforced concrete masonry cantilever retaining wall shown in figure 2. Masonry design and in all sorts of related topics. Assume level backfill no surcharge or seismic loading active earth pressure and masonry laid in running bond.

The coefficient of friction between the footing and foundation soil k 1 is 0 25 and the allowable soil bearing pressure is 2 000 psf 95 8.