Geotechnical study in The Granada
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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 towns and cities of The Granada.
This includes the following geographical areas: Province of Barcelona, Girona Province, Province of Lleida, Province of Tarragona, Cataluña and the surrounding area.
We will come to your home in The Granada when it suits you, agreeing a day and time.
Types of ground in The Granada
In La Granada, a substrate composed of fine sands and silts predominates, which generally favours a good bearing capacity and allows the execution of shallow foundations, provided that uniformity is verified and that there is an absence of compressible materials. Although expansive clays and, locally, gypsum, anhydrite and salts appear occasionally, sectors with muds and peats are also identified which must be avoided as a bearing stratum due to their high compressibility and low strength. Areas where these materials are recognised require specific foundation solutions and attention to the possible dissolution in the presence of gypsum and salts.
Seismicity in the municipality is high, with 200 events recorded over 30 years and a maximum magnitude of 3.8, although without exceeding critical values; the seismic action must be assessed in the design, especially for distinctive buildings. The presence of karst at certain points means it must be verified in advance by means of a specific geotechnical study, as cavities or subsidence could exist that would condition the stability of the foundation. In conclusion, the greatest precaution is dictated by the need to identify and analyse any potential karst activity beneath the future buildings.
Fine sands and silts
Fine to very fine granular soils with medium to loose compacity. Typical of floodplains and coastlines. Although they can support light buildings, they are treacherous soils linked to water processes:
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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
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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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Water mass
Area corresponding to rivers, lakes, reservoirs, lagoons, permanent marshes or submerged coastal strips. The point consulted lies on a body of water identified cartographically by the IGME in its geol
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Fangy clays and peats (Deltaic)
Soils from the Holocene period, unconsolidated, flowing muds, black in colour with a very strong organic component, sometimes in the form of pure rotting vegetable matter (peat bogs). The mud compress
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Gypsum, Anhydrite and Salts
Chemically formed sedimentary rocks produced by the precipitation of minerals dissolved in closed basins. Gypsum predominates (calcium sulphate) and, to a lesser extent, anhydrite and salts (halite).
View detailsConstruction risks in The Granada
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Fine sands and silts | None | High | High | High | To avoid local punching, the foundation slab is used ext... |
| White/Soft Expansive Clays | High | High | Downward | Downward | Inviable the pure shallow isolated footing. Either a sym... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
| Fangy clays and peats (Deltaic) | Downward | High | High | High | Inviable with any natural means. Drive tests of enormous... |
| Gypsum, Anhydrite and Salts | Media | High | High | Media | The foundation must be designed to withstand local loss ... |
Interactive geological map · The Granada
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 The Granada · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in The Granada
- 1 M 3.8 1998
- 2 M 3.3 2021
- 3 M 3.1 2002
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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