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GEOMUR Retaining wall design G RAVITY AND CANTILEVERED WALLS DESIGN Efforts: pressures, weight, hydraulic pressure External stability: sliding, overturning and punching Internal stability: masonry or reinforced concrete walls Steel sections F AST AND INTERACTIVE MODEL CREATION Predefined or free wall geometries Any slopes shape in the back and in front of the wall Water levels including those with partial drawdowns Forces and overloads, even inclined Seismic calculations and solicitations by rotation, and modification of gravity Partial coefficients from various French standards (Mur 73, Fascicule 62, NF EN 1997-1, NF P 94-281 et NF EN 1998-5) R ESULT EXTRACTION FUNCTIONS Systematic recall of all data input Clair display of security factors Pressure and stress diagrams Steel sections Design according to BAEL and NF EN 1992-1-1 A fast, powerful tool, according to Eurocodes

A fast, GEOMUR powerful tool, according

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Page 1: A fast, GEOMUR powerful tool, according

GEOMUR

Retaining wall design

Gravit y and cantilevered walls desiGn

Efforts: pressures, weight, hydraulic pressure

External stability: sliding, overturning and punching

Internal stability: masonry or reinforced concrete walls

Steel sections

Fast and interact ive model creat ion

Predefined or free wall geometries

Any slopes shape in the back and in front of the wall

Water levels including those with partial drawdowns

Forces and overloads, even inclined

Seismic calculations and solicitations by rotation, and modification of gravity

Partial coefficients from various French standards (Mur 73, Fascicule 62, NF EN 1997-1, NF P 94-281 et NF EN 1998-5)

result extract ion Funct ions

Systematic recall of all data input

Clair display of security factors

Pressure and stress diagrams

Steel sections Design according to BAEL and NF EN 1992-1-1

A fast, powerful tool, according to Eurocodes

Page 2: A fast, GEOMUR powerful tool, according

various desiGn opt ionsan intuit ive and Friendly interFace

Punching efforts

Sliding surfaces

Application points of overturning moments

Key or heel at the base of the wallGEOMUR allows free definition of the base of the wall and reconsiders automatically:

Design of walls in slope crestsGEOMUR calculates the reduction coefficient iδβ on soils bearing capacity

Variation of the fictive wallGEOMUR automatically identifies the fictive wall’s worst scenario

desiGn accordinG to eurocodes

French application standards NF P 94-281 (Eurocode 7)

Fascicule 62 Chapter V methods

Methods recommended by Mur 73

Seismic calculations according to NF EN 1998-5 (Eurocode 8)

geoc-ic.com

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