Venice, the enchanting Italian city built on a lagoonal environment, faces ongoing geotechnical challenges due to natural processes and anthropogenic influences. Over the past century, extensive geotechnical investigations have been conducted to characterize the unique stratigraphy of Venice's soils. Some key locations, representative of the city's diverse soil profiles, have undergone in-depth analysis, with investigations reaching depths of tens of meters. Three key sites—Malamocco, Treporti, and La Grisa—were strategically selected to study the complex mechanical properties of Venetian soils. In this study, we present a comprehensive synthesis of the most significant findings from the geotechnical investigations conducted throughout the Venetian lagoon over recent decades, focusing on methodologies for the evaluation of stiffness parameters in highly heterogeneous soil layers. These results enhance the understanding of geological and geotechnical behaviour of Venice's subsoil and provide crucial data for developing resilient engineering solutions.
Citation: Paolo Simonini, Viviana Mangraviti. Comprehensive analysis of test sites for soil stiffness characterization in the Venice lagoon[J]. AIMS Geosciences, 2025, 11(2): 298-317. doi: 10.3934/geosci.2025013
Venice, the enchanting Italian city built on a lagoonal environment, faces ongoing geotechnical challenges due to natural processes and anthropogenic influences. Over the past century, extensive geotechnical investigations have been conducted to characterize the unique stratigraphy of Venice's soils. Some key locations, representative of the city's diverse soil profiles, have undergone in-depth analysis, with investigations reaching depths of tens of meters. Three key sites—Malamocco, Treporti, and La Grisa—were strategically selected to study the complex mechanical properties of Venetian soils. In this study, we present a comprehensive synthesis of the most significant findings from the geotechnical investigations conducted throughout the Venetian lagoon over recent decades, focusing on methodologies for the evaluation of stiffness parameters in highly heterogeneous soil layers. These results enhance the understanding of geological and geotechnical behaviour of Venice's subsoil and provide crucial data for developing resilient engineering solutions.
| [1] | Simonini P (2023) Geotechnics of Venice and its lagoon, CRC Press. https://doi.org/10.1201/9781003195313 |
| [2] | Simonini P, Ricceri G, Cola S (2007) Geotechnical characterization and properties of Venice lagoon heterogeneous silts. Characterization and Engineering Properties of Natural Soils, 3: 2289–2327. |
| [3] | Mangraviti V (2022) Displacement-Based Design of Geosynthetic-Reinforced Pile-Supported Embankments to Increase Sustainability. In: Antonelli M and Della Vecchia, G, Eds. Civil and Environmental Engineering for the Sustainable Development Goals, SpringerBriefs in Applied Sciences and Technology. Springer, Cham. 83–96. https://doi.org/10.1007/978-3-030-99593-5_7 |
| [4] |
Fabbian N, De Polo F, Simonini P, et al. (2024) Potentiality and limitation of distributed optical fiber sensing system to measure seepage flows under levee embankments. Rivista Italiana Di Geotecnica 58: 125–141. https://doi.org/10.19199/2024.4.0557-1405.125 doi: 10.19199/2024.4.0557-1405.125
|
| [5] | Mangraviti V, Flessati L, di Prisco C (2021) Modelling the Development of Settlements of Earth Embankments on Piled Foundations, In: Barla M, Di Donna A, Sterpi D, Eds., Challenges and Innovations in Geomechanics, Springer, Cham, 811–816. https://doi.org/10.1007/978-3-030-64518-2_96 |
| [6] |
Cola S, Simonini P (2002) Mechanical behavior of silty soils of the Venice lagoon as a function of their grading properties. Can Geotech J 39: 879–893. https://doi.org/10.1139/t02-037 doi: 10.1139/t02-037
|
| [7] |
Biscontin G, Pestana J, Cola S, et al. (2007) A unified compression model for the Venice lagoon natural silts. J Geotech Geoenviron Eng 133: 932–942. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(932) doi: 10.1061/(ASCE)1090-0241(2007)133:8(932)
|
| [8] | Simonini P (2004) Characterization of the Venice lagoon silts from in-situ tests and the performance of a test embankment. Proc 2nd Int Conf Site Charact, 187–207. |
| [9] |
Zoccarato C, Minderhoud PSJ, Zorzan P, et al. (2022) In situ loading experiments reveal how the subsurface affects coastal marsh survival. Commun Earth Environ 3: 264. https://doi.org/10.1038/s43247-022-00600-9 doi: 10.1038/s43247-022-00600-9
|
| [10] | Favero V, Alberotanza L, Serandrei Barbero R (1973) Aspetti paleoecologici, sedimentologici e geochimici dei sedimenti attraversati dal pozzo VE1 bis. CNR. (in Italian). |
| [11] |
Donnici S, Serandrei-Barbero R, Bini C, et al. (2011) The caranto paleosol and its role in the early urbanization of Venice. Geoarchaeology 26: 514–543. https://doi.org/10.1002/gea.20361 doi: 10.1002/gea.20361
|
| [12] |
Miura K, Kenichi M, Furukawa M, et al. (1997) Physical characteristics of sands with different primary properties. Soils Found 37: 53–64. https://doi.org/10.3208/sandf.37.3_53 doi: 10.3208/sandf.37.3_53
|
| [13] |
Mc Dowell GR, Bolton MD (1998) On the micromechanics of crushable aggregates. Geotetcnique 48: 667–679. https://doi.org/10.1680/geot.1998.48.5.667 doi: 10.1680/geot.1998.48.5.667
|
| [14] | Janbu N (1963) Soil compressibility as determined by oedometer and triaxial tests. Proc European Conf SMFE Wiesbaden, 1: 19–25. |
| [15] | Gottardi G, Tonni L (2004) Use of piezocone tests to characterize the silty soils of the Venetian lagoon (Treporti Test Site). In: Geotechnical and Geophysical Site Characterization, 2: 1643–1650. |
| [16] | Marchetti S, Monaco P, Calabrese M, et al. (2004) DMT-predicted vs measured settlements under a full-scale instrumented embankment at Treporti (Venice, Italy). Proc 2nd Int Conf on Site Charact, Millpress, 1511–1518. |
| [17] |
Tonni L, Simonini P (2012) Evaluation of secondary compression of sands and silts from CPTU. Geomech Geoeng 8: 141–154. https://doi.org/10.1080/17486025.2012.726748 doi: 10.1080/17486025.2012.726748
|
| [18] |
Monaco P, Amoroso S, Marchetti D, et al. (2014) Overconsolidation and stiffness of Venice Lagoon sands and silts from SDMT and CPTU. J Geotech Geoenviron Eng 140: 215–227. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000965 doi: 10.1061/(ASCE)GT.1943-5606.0000965
|
| [19] |
Tonni L, García Martínez MF, Simonini P, et al. (2016) Piezocone-based prediction of secondary compression settlements of coastal defence structures on natural silt mixtures. Ocean Eng 116: 101–116. https://doi.org/10.1016/j.oceaneng.2016.02.015 doi: 10.1016/j.oceaneng.2016.02.015
|