Contraction and pore pressure behavior of a silty sand deposit subjected to an extended shaking history. Issue 114 (November 2018)
- Record Type:
- Journal Article
- Title:
- Contraction and pore pressure behavior of a silty sand deposit subjected to an extended shaking history. Issue 114 (November 2018)
- Main Title:
- Contraction and pore pressure behavior of a silty sand deposit subjected to an extended shaking history
- Authors:
- El-Sekelly, W.
Mercado, V.
Abdoun, T.
Dobry, R.
Sepulveda, A. - Abstract:
- Abstract: The paper presents the implementation of an identification technique to characterize the pore pressure behavior of a silty sand centrifuge deposit subjected to more than 70 seismic shakings with full pore pressure dissipation between shakings. The seismic shakings were meant to crudely simulate the seismic history of field deposits in some very seismically active zones in California. The technique estimates shear stresses and strains based on acceleration and pore pressure recorded using a vertical array of sensors in the deposit. A constitutive model was implemented to identify optimal material parameters controlling the contractive behavior of the soil based on the recorded response of all shakings. It was found that the seismic history of soil deposits plays an important role in determining the contractive tendency of the material, significantly influencing the pore pressure response of the deposit. That is, the seismic history can reduce or increase the resistance of a deposit to contraction and liquefaction. Highlights: A constitutive model was implemented to identify optimal material parameters controlling the contractive behavior of the soil. A centrifuge deposit was subjected to more than 70 seismic shakings with full pore pressure dissipation between shakings. The seismic history of soil deposits plays an important role in determining the contractive tendency of the material. The seismic history can reduce or increase the resistance of a deposit toAbstract: The paper presents the implementation of an identification technique to characterize the pore pressure behavior of a silty sand centrifuge deposit subjected to more than 70 seismic shakings with full pore pressure dissipation between shakings. The seismic shakings were meant to crudely simulate the seismic history of field deposits in some very seismically active zones in California. The technique estimates shear stresses and strains based on acceleration and pore pressure recorded using a vertical array of sensors in the deposit. A constitutive model was implemented to identify optimal material parameters controlling the contractive behavior of the soil based on the recorded response of all shakings. It was found that the seismic history of soil deposits plays an important role in determining the contractive tendency of the material, significantly influencing the pore pressure response of the deposit. That is, the seismic history can reduce or increase the resistance of a deposit to contraction and liquefaction. Highlights: A constitutive model was implemented to identify optimal material parameters controlling the contractive behavior of the soil. A centrifuge deposit was subjected to more than 70 seismic shakings with full pore pressure dissipation between shakings. The seismic history of soil deposits plays an important role in determining the contractive tendency of the material. The seismic history can reduce or increase the resistance of a deposit to contraction and liquefaction. … (more)
- Is Part Of:
- Soil dynamics and earthquake engineering. Issue 114(2018)
- Journal:
- Soil dynamics and earthquake engineering
- Issue:
- Issue 114(2018)
- Issue Display:
- Volume 114, Issue 114 (2018)
- Year:
- 2018
- Volume:
- 114
- Issue:
- 114
- Issue Sort Value:
- 2018-0114-0114-0000
- Page Start:
- 215
- Page End:
- 224
- Publication Date:
- 2018-11
- Subjects:
- 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.2018.07.023 ↗
- 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:
- 19116.xml