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This type of construction is not economical for walls higher than 3m.

Stone masonry retaining wall design example pdf. Stone masonry retaining wall design example. Retaining wall retains earth when level difference exists between two surfaces. 1 selection of types of structures as shown in table 6 2 1 before there are many types of structures for retaining walls and the. Hence this attempt to condense simplify and compile information from many sources including my own experience into this book.

The masonry design standard nzs 42302004. Masonry design and in all sorts of related topics. Masonry design and in all sorts of related topics. 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.

A gravity retaining walls are constructed of plain concrete or stone masonry. Design and construction of stone masonry retaining walls a quick guide 2 department of engineering services 2. The stone masonry section should always be designed to take compression and not the tensile stresses. They depend mostly on their own weight and any soil resting on the wall for stability.

The main purpose is to provide standard designs of stone masonry retaining wall that can be easily followed by engineers in the field. B semi gravity retaining walls are modification of gravity wall in which small amounts of. The following sections will give brief descriptions of design procedures for retaining walls. The construction work of stone masonry should be raised uniformly.

Soil between a retaining wall and a trial failure plane. 6 2 3 design procedure of retaining wall figure 6 2 3 shows the design procedure of retaining wall works. 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. Scope this guideline provides the fundamentals of design of stone masonry retaining walls.

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. These walls are generally made of masonry and concrete. 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.

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