Abstract
Monitored data using geotechnical instrument are required to be analysed to obtain the necessary indications of achievement, target/trigger or alert warnings, etc. Using these outputs from analyses, appropriate decisions related to remedial actions or acceptances could be made.
Measurements of achievement, definitions of alert and target/trigger levels are different for each instrument. These will be explained in more details for the following types of issues in the following sections of this chapter.
-
Settlement and consolidation
-
Lateral displacement and slope stability
-
Earth pressure
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Abbreviations
- S :
-
Immediate settlement
- H :
-
Immediate heave
- E :
-
Elastic modulus
- S :
-
Total settlement
- C c :
-
Compression index
- C r :
-
Recompression index
- e o :
-
Natural void ratio
- \( {\sigma}_v^{\prime } \) :
-
Initial effective stress
- \( {\sigma}_y^{\prime } \) :
-
Yield stress
- Δσ′:
-
Additional stress
- Γb:
-
is bulk unit weight of fill material
- H dr :
-
Drainage path and for single drainage, it is equivalent to the thickness of layer, and for double drainage, it is half of the thickness of layer.
- t :
-
Duration of time for consolidation
- T v :
-
Time factor
- U v :
-
Degree of consolidation
- U i :
-
Initial excess pore pressure
- U t :
-
Excess pore pressure at time t
- S t :
-
Settlement at time t
- S α :
-
Ultimate primary settlement
- U (%):
-
Degree of consolidation
- F S :
-
Factor of safety
- M R :
-
Resisting moment
- M D :
-
Driving moment
- ϕ :
-
Available strength
- ι :
-
Required strength
- K 0nc :
-
Earth pressure under at rest condition For normally consolidated fill
- K 0oc :
-
Earth pressure under at rest condition For overconsolidated fill
- Ka:
-
Active earth pressure
- Kp:
-
Passive earth pressure
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Bo, M.W., Barrett, J. (2023). Analyses and Performance Assessment. In: Geotechnical Instrumentation and Applications. Springer, Cham. https://doi.org/10.1007/978-3-031-34275-2_7
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