Masonry design and in all sorts of related topics.
Stone masonry retaining wall design.
Brick masonry stone masonry or plain concrete retaining walls.
The masonry design standard nzs 42302004.
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.
Hence this attempt to condense simplify and compile information from many sources including my own experience into this book.
The stability of the wall depends entirely upon its dead weight.
The civilweb stone masonry retaining wall design spreadsheet comes complete with analysis tools which can be found nowhere else on the market.
Whether you are in need of a retaining wall for aesthetic value function or both we offer free onsite consultation for your retaining wall design.
They look incredible when used as long walls in medium height and they can do a fair job of staying put.
Soil between a retaining wall and a trial failure plane.
Masonry design and in all sorts of related topics.
A gravity retaining wallsare constructed of plain concrete or stone masonry.
Concrete or stone masonry plain concrete gravity wall.
The wall acts as one mass to resist the thrust from the backing and is much more stronger than dry stone masonry wall.
Gravity type stone masonry retaining walls are basic and simple structures which are commonly built with locally available stones.
These retaining wall designs are reminiscent of the stone walls that run through the woods in the north east designating ancient property lines and farm boundaries.
Stone masonry retaining walls are gravity type retaining walls commonly used to retain earth or fill materials and basically retains earth pressures by virtue of its self weight.
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.
Retaining wall retains earth when level difference exists between two surfaces.
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.
This type of construction is not economical for walls higher than 3m.