Geoscience Reference
In-Depth Information
Table 11.5 Modulus applications.
Rank
Modulus type
Application
Comments
1
Initial tangent
Fissured clays.
Following initial loading and closing
(Low)
modulus
At low stress levels. Some
of micro-cracks, modulus value
distance away from loading
then increases significantly. For an
source, eg at 10% q applied
intact clay, this modulus can be
Low height of fill
higher than the secant modulus.
2
Constrained
Wide loading applications
Used where the soil can also
modulus
such as large fills
fail, ie exceed peak strength.
Wide embankments
3
Deformation
Spread footing
Most used “average'' condition,
(secant)
Pile tip
with secant value at ½ peal load
modulus
(ie working load).
4
Elastic tangent
Movement in incremental
The secant modulus can be
modulus
loading of a multi-storey
20% the initial elastic tangent
building
modulus for an intact clay.
Pile shaft
5
Reload
Construction following
Difficult to measure
(resilient)
excavation
differences between Reload/Unload
modulus
Subsequent loading from
or cyclic. Resilient modulus term
truck/train
interchangeably used for all of them.
Also called dynamic modulus
of elasticity.
6
Cyclic modulus
Machine foundations
Offshore structures/
waveloading
Earthquake/blast loading
7
Recovery
Heave at the bottom of an
(unload)
excavation
modulus
After loading from truck/train
Excavation in front of wall
and slope
Varies
Equivalent
Simplifying overall profile,
Uncertainty on thickness of
modulus
where some software can
bottom layer (infinite layer
have only 1 input modulus
often assumed). Relevant layers
depend on stress influence.
11.6 Typical values for elastic parameters
The strength of metals is significantly higher than the ground strength. There-
fore movements from the ground tend to govern the performance of the
structure.
- Modulus values of 30,000MPa for industrial concrete floors would apply.
11.7 Elastic parameters of various soils
Secant modulus values are used for foundations. This can be higher or lower
depending on strain levels.
 
 
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