Comparative Grouting Tests with Two Micro-cement Types

Author:

Grassi Davide,Castellanza Riccardo,Spagnoli Giovanni

Publisher

Springer International Publishing

Reference7 articles.

1. Chian, S.C., Tokimatsu, K., Madabhushi, S.P.G.: Soil liquefaction–induced uplift of underground structures: physical and numerical modeling. J. Geotech. Geoenviron. Eng. 140(10), 04014057 (2014)

2. Christodoulou, D.N., Droudakis, A.I., Pantazopoulos, I.A., Markou, I.N., Atmatzidis, D.K.: Groutability and effectiveness of microfine cement grouts. In: Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, 5–9 Oct pp. 2232–2235. Alexandria, Egypt (2009)

3. Goudarzy, M., König, D., Schanz, T.: Interpretation of small and intermediate strain characteristics of Hostun sand for various stress states. Soils Found. 58(6), 1526–1537 (2018)

4. Lehne, J., Preston, F.: Making Concrete Change. The Royal Institute of International Affairs (2018)

5. Markou, I.N., Litsiou, A.E.: Efficiency of soil groutability criteria for cement suspension grouting. In: Proceedings of the XVII ECSMGE-2019, 1–6 Sept. Reykjavik, Iceland (2019). https://doi.org/10.32075/17ECSMGE-2019-0197

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