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Soil reinforcement at the Chรขteau Saint-Barthรฉlemy

๐๐ซ๐ž๐ฌ๐ž๐ซ๐ฏ๐ข๐ง๐  ๐š ๐ก๐ข๐ฌ๐ญ๐จ๐ซ๐ข๐œ ๐›๐ฎ๐ข๐ฅ๐๐ข๐ง๐  ๐ฐ๐ก๐ข๐ฅ๐ž ๐ž๐Ÿ๐Ÿ๐ž๐œ๐ญ๐ข๐ฏ๐ž๐ฅ๐ฒ ๐š๐๐๐ซ๐ž๐ฌ๐ฌ๐ข๐ง๐  ๐œ๐จ๐ฆ๐ฉ๐ฅ๐ž๐ฑ ๐ ๐ซ๐จ๐ฎ๐ง๐ ๐œ๐จ๐ง๐๐ข๐ญ๐ข๐จ๐ง๐ฌ: ๐ญ๐ก๐ข๐ฌ ๐ฐ๐š๐ฌ ๐ญ๐ก๐ž ๐œ๐ก๐š๐ฅ๐ฅ๐ž๐ง๐ ๐ž ๐ญ๐š๐ค๐ž๐ง ๐จ๐ง ๐›๐ฒ ๐Œ๐ž๐๐ฎ๐ฌ๐จ๐ข๐ฅ ๐š๐ญ ๐‚๐กรข๐ญ๐ž๐š๐ฎ ๐’๐š๐ข๐ง๐ญ-๐๐š๐ซ๐ญ๐กรฉ๐ฅ๐ž๐ฆ๐ฒ ๐ข๐ง ๐’๐ฐ๐ข๐ญ๐ณ๐ž๐ซ๐ฅ๐š๐ง๐.

As part of the restoration of Chรขteau Saint-Barthรฉlemy, Medusoil contributed in 2025 to an initial phase of ground improvement works aimed at strengthening and stabilizing the soils beneath and around the foundations of this historic structure.

Geotechnical investigations revealed a particularly heterogeneous subsoil, consisting of fills, sandy silts, and silty clays. Some of these clay layers exhibit shrinkโ€“swell behavior in response to moisture variations, potentially causing differential ground movements and contributing to cracking in the historic masonry.

๐€ ๐“๐š๐ซ๐ ๐ž๐ญ๐ž๐ ๐š๐ง๐ ๐Œ๐ข๐ง๐ข๐ฆ๐š๐ฅ๐ฅ๐ฒ ๐ˆ๐ง๐ญ๐ซ๐ฎ๐ฌ๐ข๐ฏ๐ž ๐ˆ๐ง๐ญ๐ž๐ซ๐ฏ๐ž๐ง๐ญ๐ข๐จ๐ง

To address these conditions while respecting the heritage character of the chรขteau, Medusoil implemented its BCEM I (BioSlurry) biocementation solution through injection.

The treatment was carried out along the eastern faรงade to a depth of 3 metres. Injections were performed at very low pressure, approximately 0.5 bar, allowing the solution to naturally follow preferential hydraulic pathways without imposing significant mechanical stress on the structure.

This approach was designed to reduce hydro-mechanical heterogeneities in the ground, treat preferential seepage paths, and improve the stability of shallow soils supporting the foundations.

๐Œ๐จ๐ง๐ข๐ญ๐จ๐ซ๐ข๐ง๐  ๐ญ๐ก๐ž ๐“๐ซ๐ž๐š๐ญ๐ฆ๐ž๐ง๐ญ ๐”๐ฌ๐ข๐ง๐  ๐†๐ž๐จ๐ฉ๐ก๐ฒ๐ฌ๐ข๐œ๐š๐ฅ ๐Œ๐ž๐ญ๐ก๐จ๐๐ฌ

The intervention also included a non-destructive monitoring programme combining Ground Penetrating Radar (GPR) and Electrical Resistivity Tomography (ERT).

GPR surveys performed before and after injection showed localized changes in the signal within the treated areas, including smoother reflectors and a reduction in fine-scale anomalies, indicating progressive homogenization of the soil structure. At approximately one metre from the injection axes, little to no significant change was observed, confirming that the treatment remained localized.

Complementary ERT measurements provided further insight into subsurface heterogeneity and helped identify preferential hydraulic pathways. These results also establish a valuable baseline for refining the targeting and monitoring of future phases of the project.

๐๐ข๐จ๐œ๐ž๐ฆ๐ž๐ง๐ญ๐š๐ญ๐ข๐จ๐ง ๐š๐ง๐ ๐‡๐ž๐ซ๐ข๐ญ๐š๐ ๐ž: ๐€ ๐ƒ๐ข๐Ÿ๐Ÿ๐ž๐ซ๐ž๐ง๐ญ ๐€๐ฉ๐ฉ๐ซ๐จ๐š๐œ๐ก ๐ญ๐จ ๐†๐ซ๐จ๐ฎ๐ง๐ ๐ˆ๐ฆ๐ฉ๐ซ๐จ๐ฏ๐ž๐ฆ๐ž๐ง๐ญ

This project demonstrates how biocementation technologies can be integrated into geotechnical interventions on sensitive and historic structures.

By combining low-pressure injection, targeted ground treatment, and non-destructive geophysical monitoring, Medusoil is contributing to the development of new approaches to ground reinforcement while addressing the specific constraints associated with heritage buildings.

The project was carried out with the St. Barthรฉlemy Foundation, in collaboration with Kรคlin & Associรฉs and Marti.


Download the technical sheet (PDF)

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