Bridges Under Pressure

Accelerometers, pore pressure transducers, linear potentiometers, and settlement markers measured the pile acceleration and settlement of soil and pile. The model was then tested on a 9-m radius geotechnical centrifuge that is equipped with a shake table. Cone penetration tests, pile load tests, and vane shear tests were performed to determine the state of the model at different phases of the test.

The authors describe their experiment further in a study published in April 2022 in the Journal of Geotechnical and Geoenvironmental Engineering.

“We developed new contactless displacement tracking procedures with cameras and laser lines that were placed above the model,” Ziotopoulou added. “And we developed image processing techniques so that we could combine the two and get a very clear idea of how the piles move the soil.”

“We found something unexpected, but also substantiated by the data. Several mechanisms that lead to pile settlement occur during shaking,” Ziotopoulou said.

The scientists had expected that most of the damage would occur after the shaking had finished.

“We also learned that it wouldn’t be likely for the pile to settle more than the ground around it,” Kutter added.

This is good news for bridge design, as it was previously thought that if the downdrag forces on the pile were large, it might lead to significant plunging of the pile.

“We only observed significant plunging of the pile when the strength of the soil around the pile tip was significantly reduced by pore pressure migration from the liquefied layer to the load bearing stratum around the pile tip. The importance of the migration of pore pressures was surprising,” Kutter added.

The authors credit the success of the experiment to dataset and study co-author Sumeet K. Sinha, now a post-doctoral researcher at UC Berkeley.

“Sinha was exquisite in setting the tone and leading efforts in characterizing conditions before, during, and after the shaking in every component of the system. We now have this complete view,” Ziotopoulou said.

The authors intend for the data to be used by as broad a range of researchers as possible from experimentalists to numerical modelers.

“We wanted to make sure that the data is versatile enough so that other experimentalists could see how we went about our protocols, get inspired by it and learn from it. For numerical modelers, we provided both raw data recorded at the centrifuge, but also processed data to save them time in processing,” Ziotopoulou said.

The authors acknowledged that they chose DesignSafe as their data platform because of its track record of security and stability, and of the flexibility it offered.

“I was very happy with the agility the DesignSafe platform offers its users to curate their data in a way that makes most sense to them,” Ziotopoulou said.

She also appreciated the ability to generate Digital Object Identifier (DOI) numbers on the dataset (DOI: 10.17603/ds2-d25m-gg48 and DOI: 10.17603/ds2-wjgx-tb78), which helps other researchers find and reference the data.

“It just makes sense that our data be shared, archived, and available. Having it on DesignSafe means that it can be used in the future.” Kutter added.

Said Ziotopoulou: “Data and modeling helps us understand the soil-pile-bridge system. They’re not islands. The soil, the piles, the building—they work as one. And as we move forward, we should be addressing them as such and evaluate their interactions.”