Stone Masonry Retaining Wall Design Example

B semi gravity retaining walls are modification of gravity wall in which small amounts of.

Stone masonry retaining wall design example.

The main purpose is to provide standard designs of stone masonry retaining wall that can be easily followed by engineers in the field. Flexural and shear stresses in gravity retaining walls will almost always be of minor importance. Design and construction of stone masonry retaining walls a quick guide 2 department of engineering services 2. This type of construction is not economical for walls higher than 3m.

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. 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. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. Design the reinforced concrete masonry cantilever retaining wall shown in figure 2.

Soil between a retaining wall and a trial failure plane. Despite the many references a single volume on retaining wall design for the professional practitioner and civil engineering student could not be found. 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. These walls are generally made of masonry and concrete.

Concrete or stone masonry plain concrete gravity wall. Retaining wall retains earth when level difference exists between two surfaces. The masonry design standard nzs 42302004. The civilweb stone masonry retaining wall design spreadsheet comes complete with analysis tools which can be found nowhere else on the market.

Assume level backfill no surcharge or seismic loading active earth pressure and masonry laid in running bond. Masonry design and in all sorts of related topics. 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. Stone masonry retaining wall design example.

Hence this attempt to condense simplify and compile information from many sources including my own experience into this book. They depend mostly on their own weight and any soil resting on the wall for stability. Flexural and shear stresses are checked in the second design example and it is seen that the magnitudes are very low. Masonry design and in all sorts of related topics.

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.