Skip to main content

Analyses and Performance Assessment

  • Chapter
  • First Online:
Geotechnical Instrumentation and Applications
  • 152 Accesses

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

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

eBook
USD 16.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 99.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

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

References

  • Arulrajah, A., Nikraz, H., & Bo, M. W. (2004). “Observational method of assessing improvement of marine clay”, ground improvement. Journal of the International Society of Soil Mechanics and Geotechnical Engineering, 8(4), 151–169.

    Google Scholar 

  • Asaoka, A. (1978). Observational procedure of settlement prediction. Soil and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 18(4), 87–110.

    Google Scholar 

  • Bo, M. W., & Choa, V. (2004). Reclamation and ground improvement. Thomson Learning.

    Google Scholar 

  • Bo, M. W., Arulrajah, A., & Choa, V. (1997, May). Assessment of degree of consolidation in soil improvement project. In 1st international conference on ground improvement techniques, Macau, pp. 71–80.

    Google Scholar 

  • Bo, M. W., Chu, J., Low, B. K., & Choa, V. (2003). Soil improvement – Prefabricated vertical drain techniques. Thomson Learning.

    Google Scholar 

  • Casagrande, A. (1938). Notes on soil mechanics-first semester. Harvard University (Unpublished), p. 129.

    Google Scholar 

  • Chandra, Y. P., Rudi, J., Todo, H., & Sagae, T. (1999). Unpredicted failures of instrumented embankment on soft clay. In C. F. Leung, S. A. Tan, & K. K. Phoon (Eds.), Fileld measurement in geomechanics (pp. 369–374). Belkema.

    Google Scholar 

  • Crosta, G. B., & Agliardi, F. (2002). How to obtain alert velocity thresholds for large rockslides. Physics and Chemistry of the Earth, 27(36), 1557–1565.

    Article  Google Scholar 

  • Fukuzono, T. (1985). A new method for predicting the failure time of a slope. In Proceedings of the fourth international conference and field workshop on landslides, Tokyo, Japan. Landslide Society, pp. 145–150.

    Google Scholar 

  • Haefeli, R. (1953). Creep problems in soils, snow and ice. In Proceedings of the 3rd international conference on soil mechanics and foundation engineering (Vol. 3, pp. 238–251).

    Google Scholar 

  • Leroueil, S., Magnan, J. P., & Tavenas, F. (1990). Embankments on soft clays (Ellis Horwood Series in Civil Engineering). Ellis Horwood.

    Google Scholar 

  • Matsuo, M., & Kawamura, K. (1977). Diagram for construction control of embankment on soft ground. Soil and Foundation, 17(3).

    Google Scholar 

  • Mazzanti, P., Bozzano, F., Cipriani, I., et al. (2015). New insights into the temporal prediction of landslides by a terrestrial SAR interferometry monitoring case study. Landslides, 12, 55–68. https://doi.org/10.1007/s10346-014-0469-x

    Article  Google Scholar 

  • Poulous, H. G., Carter, J. P., & Small, J. C. (2001). Foundationa and retaining structures – Research and practice. In Proceedings of the 15th international conference on soil mechanics and geotechnical engineering, Istanbul, Vol. 4. pp. 2527–2606.

    Google Scholar 

  • Saito, M. (1965). Forecasting the time of occurrence of a slope failure. Proceeding of the 6th ICSMFE, 2, 537–539.

    Google Scholar 

  • Saito, M. (1969). Forecasting time of slope failure by Tertiary creep. Proceeding of the 7th ICSMFE, 2, 677–683.

    Google Scholar 

  • Saito, M., & Uezawa, H. (1961). Failure of soil due to creep. Proceeding of the 6th ICSMFE, 1, 315–318.

    Google Scholar 

  • Sekiguchi, H., & Shibata, T. (1979). Undrained behaviour of soft clay under embankment loading. In Proceeding of 3rd international conference on numerical methods in geomechanics. Aachen.

    Google Scholar 

  • Sridharan, A., & Rao, A. (1981). Rectangular hyperbolic fitting method for one dimensional consolidation. Geotechnical Testing Journal, C4(4), 161–168.

    Article  Google Scholar 

  • Tan, S. A. (1993). Ultimate settlement by hyperbolic plot for clays with vertical drains. Journal of Geotechnical Engineering, ASCE, 119(5), 950–956.

    Article  Google Scholar 

  • Tavenas, F., & Leroueil, S. (1980). The behaviour of embankments on soft clay foundations. Canadian Geotechnical Journal, 17, 591–602.

    Article  Google Scholar 

  • Taylor, D. W. (1942). Research on consolidation of clays (Serial 82). Massachussets Institute of Technology.

    Google Scholar 

  • Terzaghi, K. (1950). Mechanisms of landslides. In S. Paige (Ed.), Applications of geology to engineering practice (pp. 83–123). Geological Society of America Spec Pub.

    Google Scholar 

  • Tominaga, M., & Hashiimoto, M. (1974). Embankment construction control by measurement of lateral displacement. Tsuchi-to-Kiso. Journal of Japanese Society of Soil Mechanics and Foundation Engineering, 22(11), 43–51. (written in Japanese).

    Google Scholar 

  • Voight, B. (1988). A method for prediction of volcanic eruptions. Nature, 332, 125–130.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

Copyright information

© 2023 The Author(s), under exclusive license to Springer Nature Switzerland AG

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

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

Download citation

Publish with us

Policies and ethics