Assessment of the efficacies of correction procedures for multiple thin layer effects on Cone Penetration Tests. Issue 144 (May 2021)
- Record Type:
- Journal Article
- Title:
- Assessment of the efficacies of correction procedures for multiple thin layer effects on Cone Penetration Tests. Issue 144 (May 2021)
- Main Title:
- Assessment of the efficacies of correction procedures for multiple thin layer effects on Cone Penetration Tests
- Authors:
- Yost, Kaleigh M.
Green, Russell A.
Upadhyaya, Sneha
Maurer, Brett W.
Yerro-Colom, Alba
Martin, Eileen R.
Cooper, Jon - Abstract:
- Abstract: Multiple interbedded fine-grained layers in a sand deposit have a "smoothing" effect on the measured Cone Penetration Test (CPT) tip resistance ( q c ), resulting in a significant underestimation of the predicted liquefaction resistance of the sand layers. Trends identified by De Lange [14] through calibration chamber tests on stratified sand-clay profiles are used herein to develop a new thin-layer correction procedure for q c (the "Deltares" procedure). The efficacies of the Deltares and the independently-developed Boulanger and DeJong [6] procedures are both directly assessed using CPT data from calibration chamber tests and indirectly inferred from CPT-based liquefaction case histories in Christchurch, New Zealand. The results highlight limitations of the assessed thin-layer CPT q c correction procedures for layers less than 40 mm thick. Multiple, interbedded thin layers also influence the measured CPT sleeve friction ( f s ), but in a more complex way than they influence q c . To-date, no procedures have been proposed to address all the thin-layer-effects phenomena on the measured f s, with errors in properly characterizing the f s of a layer inherently influencing the accuracy of predicting the liquefaction susceptibility and potential of the layer. In totality, the thin-layer-effects correction procedures proposed to-date generally result in slightly less accurate predictions of the observed liquefaction severity for cases having highly stratified profiles,Abstract: Multiple interbedded fine-grained layers in a sand deposit have a "smoothing" effect on the measured Cone Penetration Test (CPT) tip resistance ( q c ), resulting in a significant underestimation of the predicted liquefaction resistance of the sand layers. Trends identified by De Lange [14] through calibration chamber tests on stratified sand-clay profiles are used herein to develop a new thin-layer correction procedure for q c (the "Deltares" procedure). The efficacies of the Deltares and the independently-developed Boulanger and DeJong [6] procedures are both directly assessed using CPT data from calibration chamber tests and indirectly inferred from CPT-based liquefaction case histories in Christchurch, New Zealand. The results highlight limitations of the assessed thin-layer CPT q c correction procedures for layers less than 40 mm thick. Multiple, interbedded thin layers also influence the measured CPT sleeve friction ( f s ), but in a more complex way than they influence q c . To-date, no procedures have been proposed to address all the thin-layer-effects phenomena on the measured f s, with errors in properly characterizing the f s of a layer inherently influencing the accuracy of predicting the liquefaction susceptibility and potential of the layer. In totality, the thin-layer-effects correction procedures proposed to-date generally result in slightly less accurate predictions of the observed liquefaction severity for cases having highly stratified profiles, opposite of what would be expected and desired. Highlights: A new thin-layer effects correction procedure is developed from calibration chamber test data. The BD18 thin-layer correction procedure is assessed using calibration chamber data and field case histories. Current thin-layer correction procedures generally have limitations in correcting for layers less than 40 mm thick. Use of thin-layer correction procedures result in slightly less accurate predictions of observed liquefaction severity. … (more)
- Is Part Of:
- Soil dynamics and earthquake engineering. Issue 144(2021)
- Journal:
- Soil dynamics and earthquake engineering
- Issue:
- Issue 144(2021)
- Issue Display:
- Volume 144, Issue 144 (2021)
- Year:
- 2021
- Volume:
- 144
- Issue:
- 144
- Issue Sort Value:
- 2021-0144-0144-0000
- Page Start:
- Page End:
- Publication Date:
- 2021-05
- Subjects:
- Cone penetration test (CPT) -- Thin-layer correction -- Liquefaction -- Liquefaction potential index (LPI) -- Earthquake -- New Zealand
Soil dynamics -- Periodicals
Earthquake engineering -- Periodicals
Sols -- Dynamique -- Périodiques
Génie parasismique -- Périodiques
624.176205 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02677261 ↗
http://www.sciencedirect.com/science/journal/02617277 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.soildyn.2021.106677 ↗
- Languages:
- English
- ISSNs:
- 0267-7261
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8322.225000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 25116.xml