Thermo-mechanical behaviour of microbial induced carbonate precipitation (MICP) sand for geothermal pavements

This abstract has open access
Abstract Summary
1. Geothermal pavements improved thermo-mechanical performance. 2. Point scale experimental study on influence of microbially induced calcium carbonate (CaCO3) precipitation (MICP) on thermal conductivity. 3. Changes in thermal conductivity of treated soils with increasing strain (triaxial testing).
Abstract ID :
SEG85
Abstract Topics
Geothermal energy
Sub-topics
Shallow geothermal technology,Energy geo-structures,Geo-environmental impacts
Guillermo Narsilio
Deputy Head of Department & Professor
,
The University of Melbourne
Ms. Xiaoying Gu
Graduate Researcher
,
The University of Melbourne
Dr. Alexandra Clarà Saracho
Assistant professor
,
The University of Texas at Austin
Nikolas Makasis
University of Cambridge
Monika Kreitmair
University of Cambridge
Prof. Stuart Haigh
Professor
,
University of Cambridge
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