Stone Masonry Retaining Wall Design Calculations

Depending upon the site conditions type of material to be.

Stone masonry retaining wall design calculations.

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. Concrete or stone masonry plain concrete gravity wall. B semi gravity retaining walls are modification of gravity wall in which small amounts of.

We recommend making the base twice as wide as the block depth to account for settling. The civilweb stone masonry retaining wall design spreadsheet comes complete with analysis tools which can be found nowhere else on the market. Hence this attempt to condense simplify and compile information from many sources including my own experience into this book. The retaining wall should be set embedded below grade on a level base of 6 gravel or stone.

The calculator will include this in the estimate but you can also use our cubic yardage calculator to estimate 6 of gravel for the project. The masonry design standard nzs 42302004. Stone masonry retaining wall design spreadsheet. 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.

They depend mostly on their own weight and any soil resting on the wall for stability. Masonry design and in all sorts of related topics. 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. Stone masonry retaining walls are modular structures built of a series of concrete or stone masonry blocks.

A gravity retaining walls are constructed of plain concrete or stone masonry. Retaining wall calculator retaining wall blocks calculator share module 7 lecture 24 to 28 retaining walls topics 24 1 introduction www sefindia org view topic stone retaining. Retaining wall retains earth when level difference exists between two surfaces. Retaining walls may be defined as a wall built to resist the pressure of liquid earth filling sand or other granular material filled behind it after it is built.

This type of construction is not economical for walls higher than 3m. 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. 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. It is commonly required in the construction of hill roads masonry dams abutments and wings walls of bridges and so on.

Design criteria in design of stone masonry retaining walls first the anticipated loads on the structure should be considered and then evaluate the safety of the structure based on standard criteria.