Geotechnical study in Sant Antoni de Portmany
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More than 1000 geotechnical studies carried out
Approximate price 750€
We can contact you via WhatsApp, phone, or email, whichever you prefer.
Comprehensive Geotechnical Studies
We combine field analysis and laboratory testing to provide accurate technical reports and foundation solutions.
Expert professional
Technicians with more than 15 years of experience in the industry. We are specialists in access to difficult locations such as sites with level changes, basements, etc.
Accredited
Geotechnical calculations comply with the rules established by Eurocode 7, UNE-EN ISO 22476-4:2016.
Best price
Very competitive prices. The best prices for geotechnical studies in Spain. Request a quote and check it.
Speed and quality
Within 7 to 10 days you will receive a signed report from a geologist. It is mandatory in order to carry out new construction or refurbishment works that involve modifications to the structure.
Work areas
We provide Geotechnical study in all localities of Sant Antoni de Portmany.
This includes the following geographical areas: Balearic Islands, Islas Baleares and surrounding areas.
We will travel to your home in Sant Antoni de Portmany when it suits you, agreeing a day and time.
Types of ground in Sant Antoni de Portmany
In the municipality of Sant Antoni de Portmany, hard materials predominate, such as limestones, dolomites and marbles, together with a significant proportion of compacted gravels and sands. These soils usually provide good bearing capacity, which favours the choice of shallow, direct foundations in many projects. However, the occasional presence of overconsolidated clays and marls and the low percentage of loose sands or expansive clays indicate that, although localised areas of lower competence may exist, the overall setting is conditioned by a solid, stable substrate.
Seismic activity in Sant Antoni de Portmany is moderate, with 24 recorded events over the last 30 years and a maximum magnitude of 3.2, suggesting low structural risk from ground movements. However, as this is an environment where carbonate materials predominate, it is essential to verify the existence of karst phenomena before defining the foundation solution, since the presence of cavities can seriously affect stability. In view of this situation, checking for karst is the main geotechnical constraint to consider in any geotechnical study of the area.
Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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Compact gravels and sands
High-compacity granular deposits, typically associated with old fluvial terraces (Ebro, Duero, Tajo, Guadalquivir rivers) and Pleistocene glacis. They have no cohesion (they are not clays) but their a
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Overconsolidated clays and marls (Duras)
Cohesive soils with a hard feel, sometimes with a rock-like appearance when dry (grey marls, pre-Pyrenean facies, deep Guadalquivir basin). They have a long history of geological compression in the pa
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Sandstones, Conglomerates and Flysch
Sedimentary rocks formed by the cementation of fragments of other pre-existing rocks. They include sandstones (cemented sand), conglomerates (cemented gravels) and the rhythmic alternation of sandston
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White/Soft Expansive Clays
The great queens of pathology in civil building in Spain. They are frequently found in the lands of barros of Córdoba and Badajoz, the vegas of the Guadalquivir (Mairena, Carmona), the Miocene basin o
View detailsConstruction risks in Sant Antoni de Portmany
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Limestones, Dolomites and Marbles | None | Media | Media | Downward | In general, direct foundation using braced strip footing... |
| Compact gravels and sands | None | Downward | High | Downward | Conventional shallow foundation without problems. Raft f... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| White/Soft Expansive Clays | High | High | Downward | Downward | Inviable the pure shallow isolated footing. Either a sym... |
Interactive geological map · Sant Antoni de Portmany
Mapping: IGME GEODE 50k · IGME MAGNA 50 · ICGC (Catalonia)
Geological Viewer
IGME · ICGC- Click on the map to see the geology at the point.
- Use the layer buttons to switch between geological views (GEODE, MAGNA, Lithology, Hydrogeology).
- Adjust the opacity of the geological layer with the control below.
- Press the full-screen button to expand the viewer.
Geological information
Typical stratigraphic profile
Indicative subsurface cross-section in Sant Antoni de Portmany · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Sant Antoni de Portmany
Seismic risk is assessed at municipal level. These are aggregated data for the area.
- 1 M 3.2 2005
- 2 M 3 2025
- 3 M 2.9 2010
How do we carry out your geotechnical study?
Step
Free quote
Request a quotation for your geotechnical study. Completely free and with no obligation.
Step
We arrange a day
We are looking for a day and time to carry out the field study.
Step
Conducting the geotechnical study
We’re going to move and carry out the study. In an hour or two we’ll have finished.
Step
Report submission
Within a week we will send you the signed documents of the geotechnical study by an accredited geologist.
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