Stone Masonry Retaining Wall Design Calculations

Design and calculation of dry stone walls.

Stone masonry retaining wall design calculations.

Stone masonry retaining wall design spreadsheet. 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 for earth loads retaining walls which set out a design methodology and safe load tables for these structures. B semi gravity retaining walls are modification of gravity wall in which small amounts of.

As a research project running in france the retaining walls of dry stone masonry undergoing static tests. In general the higher each course is the more stable the retaining wall will be. They depend mostly on their own weight and any soil resting on the wall for stability. The civilweb gravity retaining wall design excel sheet can be used to design concrete gravity walls in accordance with bs en 1997 and bs en 1992.

This project aims to establish dry stone masonry as a normierbare construction. Stone masonry retaining walls are modular structures built of a series of concrete or stone masonry blocks. 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. The main design parameters are the width and height of each level of the stone masonry retaining wall.

Volume 4 1 2 8m 3 for 1 m 3 of stone work you require 1 25 m 3 of stones extra 0 25 m 3 are. Masonry design and in all sorts of related topics. A gravity retaining walls are constructed of plain concrete or stone masonry. Despite the many references a single volume on retaining wall design for the professional practitioner and civil engineering student could not be found.

Hence this attempt to condense simplify and compile information from many sources including my own experience into this book. Usually there are standard heights for modular retaining wall units. N ultimate load design with material factors based on characteristic soil properties partial load factors consistent with as 1170 1 and structure designs to. Of australia cmaa published masonry walling guide no 4.

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