April 7 - 11, 2025
Seattle, Washington
Symposium Supporters
2025 MRS Spring Meeting & Exhibit
SB09.03.10

Time-Resolved Insight into Microbially Induced Biocement Formation Using Non-Destructive Ultrasound Testing

When and Where

Apr 9, 2025
11:45am - 12:00pm
Summit, Level 3, Room 333

Presenter(s)

Co-Author(s)

Sarah Robbins1,2,Carson Willey1,2,Rhett Martineau2,Maneesh Gupta2,Mitchell Meade2

Blue Halo1,U.S. Air Force Research Laboratory2

Abstract

Sarah Robbins1,2,Carson Willey1,2,Rhett Martineau2,Maneesh Gupta2,Mitchell Meade2

Blue Halo1,U.S. Air Force Research Laboratory2
Microbially induced calcium carbonate (CaCO3) precipitation harnesses naturally occurring microbial processes to create biocement, a biologically derived cement. In this process, ureolytic bacteria hydrolyze urea, producing carbonate ions that react with calcium to form CaCO3. This CaCO3 acts as a binding agent, bridging adjacent soil granules and creating a cementitious material. Biocement offers a sustainable alternative to traditional concrete in circumstances where heavy equipment is impractical (e.g. remote settings), or where long-term infrastructure is unnecessary (e.g. staging grounds). By enriching existing soil with bacterial and chemical treatments, ground stabilization can be achieved rapidly and efficiently.

Determination of the load-bearing capacity of biocement typically involves crushing the sample to measure unconfined compressive strength. This only provides a low resolution, endpoint measurement. In contrast, this work focuses on implementation of Ultrasound Testing (UT) as a non-destructive means of investigating the formation of biocement over time. UT involves transmitting an ultrasonic pulse through the material and monitoring the output to make determinations about its material properties. This technique has been used in a handful of previous studies, but not extensively to characterize the time-resolved biocementation process or to evaluate the efficacy of various experiment parameters.

Here we show that UT can be used to evaluate the depth profile and relative solidification of biocemented soils in real time. Measurements made during biocementation at regular time intervals and at varying depth, illustrate the importance of accessing greater temporal and spatial resolution, as the internal structure changes dramatically over the course of the experiment. We also explore porosity and percolation characteristics of biocement, as CaCO3 deposition reduces porosity and increases strength. In conjunction with Scanning Electron Microscopy and Energy Dispersive X-ray Spectroscopy, we start to gain insight into how the microstructural characteristics impact macroscale properties.

Keywords

biomaterial | cement & concrete | scanning electron microscopy (SEM)

Symposium Organizers

Hendrik Heinz, University of Colorado at Boulder
Yuhei Hayamizu, Tokyo Inst of Technology
Sahika Inal, King Abdullah University of Science and Technology
Deniz Yucesoy, Izmir Institute of Technology

Session Chairs

Yuhei Hayamizu
Hendrik Heinz

In this Session