BS EN 1997-1: 2007

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Classification

Design Standards  > Limit State Standards > BS EN 1997-1: 2007

 

Properties

Property

Type

 

Description

Default

Example/range of values

General

Name

The item's name

Design Standard 1

any text

Type

The item's type

BS EN 1997-1: 2007

 

Category

The item's sub group

Limit State Standard

 

Kind

The item's group

Design Standards

 

Notes

Free-form notes regarding this item

 

any text

Reference

Title

Title of the standard

Eurocode 7: Geotechnical design. Part 1. General rules

 

Publisher

Body responsible for publication

British Standards Institution

 

Year of Publication

Date the standard was published

2007

 

Limit state

Situation

<description to follow>

Persistent

Persistent, Transient, Accidental, Seismic

Limit state

<description to follow>

GEO

SLS, EQU, STR, GEO, HYO, UPL

Design Approach

<description to follow>

DA1

N/A, DA1, DA2, DA3

Combination

<description to follow>

Combination 2

N/A, Combination 1, Combination 2

Factors on actions

Structural > Unfavourable > Permanent

[-]

<description to follow>

1.0

automatically calculated

Structural > Unfavourable > Variable

[-]

<description to follow>

1.3

automatically calculated

Structural > Favourable > Permanent

[-]

<description to follow>

1.0

automatically calculated

Geotechnical > Unfavourable > Permanent

[-]

<description to follow>

1.0

automatically calculated

Geotechnical > Unfavourable > Variable

[-]

<description to follow>

1.3

automatically calculated

Geotechnical > Favourable > Permanent

[-]

<description to follow>

1.0

automatically calculated

Factors on material properties

Factor on shearing resistance

[-]

<description to follow>

1.0

automatically calculated

Factor on cohesion

[-]

<description to follow>

1.0

automatically calculated

Factor on undrained strength

[-]

<description to follow>

1.0

automatically calculated

Factor on weight density

[-]

<description to follow>

1.0

automatically calculated

Margins on geometry

N/A

 

 

 

 

Factors on action Effects

N/A

 

 

 

 

Factors on resistance

Pile type

<description to follow>

Bored pile

Driven, Bored, Continuous flight auger (CFA)

Factor on pile base resistance

[-]

<description to follow>

2.0

automatically calculated

Factor on pile shaft resistance

[-]

<description to follow>

1.6

automatically calculated

Factor on tension pile shaft resistance

[-]

<description to follow>

2.0

automatically calculated

Factor on total pile resistance

[-]

<description to follow>

2.0

automatically calculated

Model factor on resistance

[-]

<description to follow>

1.4

automatically calculated

Pile testing

<description to follow>

No pile tests

No pile tests, control tests, investigation tests

Help

Help file

Help file providing further information about this item

Rex.chm

 

Web site

 

Web site for the program

www.geocentrix.co.uk/help/