Stone Masonry Retaining Wall Design Example Pdf

They depend mostly on their own weight and any soil resting on the wall for stability.

Stone masonry retaining wall design example pdf.

6 2 3 design procedure of retaining wall figure 6 2 3 shows the design procedure of retaining wall works. A gravity retaining walls are constructed of plain concrete or stone masonry. Cantilever retaining wall reinforced concrete wall with small dimensions and it is the most economical type and the most common note. The stone masonry section should always be designed to take compression and not the tensile stresses.

Hence this attempt to condense simplify and compile information from many sources including my own experience into this book. Of australia cmaa published masonry walling guide no 4. The following sections will give brief descriptions of design procedures for retaining walls. There are two phases in the design of a conventional retaining wall.

The plumb bob should be used to check the verticality of erected wall. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. The masonry work should be properly cured after the completion of work for a period of 2 to 3 weeks. N ultimate load design with material factors based on characteristic soil properties partial load factors consistent with as 1170 1 and structure designs to.

Design for earth loads retaining walls which set out a design methodology and safe load tables for these structures. Retaining wall by using some reinforcement. Masonry design and in all sorts of related topics. B semi gravity retaining walls are modification of gravity wall in which small amounts of.

See example 12 1 in textbook page 665. First with the lateral earth pressure known the structure as a whole. Types of retaining walls gravity wall depends entirely on its own weight to provide necessary stability usually constructed of plain concrete or stone masonry plain concrete gravity wall height 3 m in designing this wall must keep the thrust line within the middle third of the base width no tensile stress to be developed. The construction work of stone masonry should be raised uniformly.

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 for stability on their own weight and any soil. 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. Example 12 2 see example 12 2 in textbook page 669.

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.