These walls are generally made of masonry and concrete.
Stone masonry retaining wall design example pdf.
The following sections will give brief descriptions of design procedures for retaining walls.
They depend mostly on their own weight and any soil resting on the wall for stability.
Retaining wall retains earth when level difference exists between two surfaces.
A gravity retaining walls are constructed of plain concrete or stone masonry.
Hence this attempt to condense simplify and compile information from many sources including my own experience into this book.
Scope this guideline provides the fundamentals of design of stone masonry retaining walls.
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.
Despite the many references a single volume on retaining wall design for the professional practitioner and civil engineering student could not be found.
Stone masonry retaining wall design example.
Soil between a retaining wall and a trial failure plane.
The masonry work should be properly cured after the completion of work for a period of 2 to 3 weeks.
Design and construction of stone masonry retaining walls a quick guide 2 department of engineering services 2.
The main purpose is to provide standard designs of stone masonry retaining wall that can be easily followed by engineers in the field.
This type of construction is not economical for walls higher than 3m.
The plumb bob should be used to check the verticality of erected wall.
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.
The masonry design standard nzs 42302004.
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.
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.
Masonry design and in all sorts of related topics.
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 construction work of stone masonry should be raised uniformly.