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PRJ-2363 | Soil-Foundation-Structure Interaction Effects on the Cyclic Failure Potential of Silts and Clays
PI
Co-PIs
Project TypeExperimental
Awards
KeywordsCyclic Softening, Fine-Grained Soil, Soil-Foundation-Structure Interaction
DOI10.17603/ds2-db7h-t150
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Description:

Earthquake-induced ground failure has resulted in billions of dollars of damage during recent earthquakes. Soils can be broadly characterized as exhibiting either "sand-like" or "clay-like" behavior with respect to strength loss during earthquakes. This project focuses on cyclic failure of "clay-like" soils, which are less well understood than "sand-like" soils. Cyclic failure of fine-grained soils are often constrained to the regions beneath structures, and not in the free-field soils away from the structures, indicating that soil-foundation-structure interaction plays an important role. This project utilizes centrifuge model testing to study cyclic failure of fine-grained soils beneath structures. This research has produced publicly accessible datasets containing all of the experimental measurements and metadata required for users to make sense of the data.

Experiment | Centrifuge Test on Bentonite Clay - Test UCLA JZB01
Cite This Data:
Buenker, J., S. Brandenberg, M. Eslami, D. Abundis, T. Buckreis, J. Stewart (2020). "Centrifuge Test on Bentonite Clay - Test UCLA JZB01", in Soil-Foundation-Structure Interaction Effects on the Cyclic Failure Potential of Silts and Clays. DesignSafe-CI. https://doi.org/10.17603/ds2-e7s5-b025

Experiment | Centrifuge Testing on Kaolinite Clay - Test UCLA JZB02
Cite This Data:
Buenker, J., S. Brandenberg, J. Stewart (2020). "Centrifuge Testing on Kaolinite Clay - Test UCLA JZB02", in Soil-Foundation-Structure Interaction Effects on the Cyclic Failure Potential of Silts and Clays. DesignSafe-CI. https://doi.org/10.17603/ds2-jpwh-nq72

Data Depot | DesignSafe-CI