lecture 1 - geotechnical engineering - foundation design
DESCRIPTION
Introduction to Foundation DesignTRANSCRIPT
LECTURE 1
LECTURE 1
Bearing capacity
• Introduction- Foundation types and loading types
• Modes of shear failure, definitions, parameters and tests
INTRODUCTION
Typical problem:
• Foundation: - part of the structure in direct contact with the ground
• - transmits the load of the structure to the ground
INTRODUCTION
• Bearing capacity: there is a need to consider the foundation arrangements, the parameters that describe the performance criteria of the superstructure.
The design process must include:
– Limiting settlement or movement
– Safety against ultimate shear failure
– Functional serviceability and material durability
– Economy- construction and maintenance phases
INTRODUCTION
• THREE main criteria to be considered in the design of shallow foundations:
– Adequate depth
– Limiting settlement
– Factor of safety against shear failure- refer to the modes of shear failure
INTRODUCTION
• AIMS
• evaluate the ultimate bearing capacity of the soil beneath a
foundation (Limit state design)
• limit the settlement to a tolerable amount (Serviceability limit state)
• Durability to resist attack by substances in the ground or
environment
• Designed in accordance with BS 8004 and BS 8013 and Eurocode
7- Geotechnical Category 1
Solutions for:
• A. Limit states-collapse-factors of safety applied to applied load
and to resistance of ground (material factors)
• B. Service states -settlements/deformations(ensure that
deformations or deflections do not damage the appearance or
reduce the useful life of a structure or cause damage to installation in a structure)
Types of loading:
A. Compression
B. Tension
C. Shearing
FOUNDATION TYPES
• Pad
• Strip
• Raft
• Pile
Types of loading:
A. Compression
B. Tension
C. Shearing
Modes of shear failure
Modes of shear failure
Modes of shear failure
Types of shear strength
Strength envelopes
Failure criteria
• Need to evaluate the parameters which can be used in design.
• Apply a failure criterion to a set of shear test resul
• Two applicable failure criteria:
– The Tresca criterion- Stated in terms of total stress
– The Mohr Coulomb – Stated on terms of effective stresses
Shear strength tests and parameters
• Three main stages and two main types of drainage conditions exist
• Stages: saturation, consolidation and shearing/axial loading
• Drainage conditions: – drained test (no increase in pore water pressure after
consolidation- COMPLETE dissipation of pore water pressure)
– Undrained test- constant limiting shear stress is displayed at all values of normal stress- NO dissipation of pore water pressure
Shear strength tests and parameters
Types of shear strength test
• Laboratory – Shear Box
– Simple shear
– Ring shear
– Triaxial compression test
– Stress path
• In-situ – In- situ shear box
– Standard Penetration and cone penetration
– Shear vane
Shear box test
Shear box test • Features include:
– A known normal force is applied- vertically- consolidation occurs
– The shear displacement (∆l) is applied and the corresponding shear force T is measured.
– The vertical displacement (∆h) ismeasured.
Stress strain relationships – Types of stress
Questions
• How will peak and critical strengths vary with soils of different densities (drained tests)?
• Elaborate on the following two applicable failure criteria:
– The Tresca criterion- Stated in terms of total stress
– The Mohr Coulomb – Stated on terms of effective stresses
Nest week
• Shear box and triaxial tests
• Ultimate, safe and allowable bearing capacity
• Shallow foundations:
Bearing capacity of foundations on cohesionless soils.