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Bore Pile Design BS 8004 Design Excel Sheet

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Name of File :- Bore Pile Design BS 8004

Spreadsheet to calculate pile bearing capacity of drilled shaft foundation – bore pile according to BS 8004. For preliminary design purposes, BS 8004 gives presumed bearing values which are the pressures which would normally result in an adequate factor of safety against shear failure for particular soil types, but without consideration of settlement

Content :-

Category

Types of rocks and soils

Presumed bearing value

Non-cohesive soils

Dense gravel or dense sand and gravel

>600 kN/m²

Medium dense gravel,
or medium dense sand and gravel

<200 to 600 kN/m²

Loose gravel, or loose sand and gravel

<200 kN/m²
Compact sand >300 kN/m²
Medium dense sand 100 to 300 kN/m²
Loose sand <100 kN/m² depends on 
degree of looseness
Cohesive soils Very stiff bolder clays & hard clays 300 to 600 kN/m²
Stiff clays 150 to 300 kN/m²
Firm clay 75 to 150 kN/m²
Soft clays and silts < 75 kN/m²
Very soft clay Not applicable
Peat Not applicable
Made ground Not applicable

Calculation Reference

  • Reinforced Concrete Design
  • Design of Footings
  •  ACI 318-08

Additional information

Product Name

Bore Pile Design BS 8004

Product Size

103 KB

Format

File Format

,

DEPARTMENT/COURSE

File Category

Need For

ACI-318-08, E-tabs Software, SAP2000, Softweres, Stadd PRO

Product Type

Provided By

Bush RC (NIT Agartala)

Uploaded By

Roop Chandra

Languages

English

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