Geotechnical study in Fuente de Piedra
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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 offer Geotechnical study in all localities of Fuente de Piedra.
This includes the following geographical areas: Province of Almería, Province of Cádiz, Province of Córdoba, Province of Granada, Province of Huelva, Province of Jaén, Province of Málaga, Province of Seville, Andalucía and surrounding areas.
We travel to your home in Fuente de Piedra when it suits you best, agreeing a day and time.
Types of ground in Fuente de Piedra
In Fuente de Piedra, the ground is predominantly formed by sandstones, conglomerates and flysch, to which significant proportions of fine sands and silts are added, and, to a lesser extent, gravels and carbonate formations such as limestones, dolomites and marbles. This lithological mosaic generally provides adequate bearing capacity, although the presence of flysch may introduce some heterogeneity in the geotechnical parameters and requires precise characterisation in order to size foundations correctly. The soils, being mostly of low permeability, offer stability against seepage, although they may contain local shallow aquifers that should be identified during the geotechnical investigation.
Seismic activity in the area is at a moderate level, with 28 recorded events over thirty years and a maximum magnitude of 3.6, so the seismic factor is relevant, particularly for sensitive structures or large-scale buildings. The karst associated with the carbonate formations means that it is necessary to thoroughly verify the existence of cavities or dissolution processes before defining the foundation strategy, in order to avoid possible differential settlements. As it is not an clayey substrate, the risk of expansiveness is ruled out. The main factor to take into account in this municipality is therefore the possible presence of karstification, which is fundamental in the geotechnical study process prior to any work.
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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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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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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Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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
View detailsConstruction risks in Fuente de Piedra
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| Fine sands and silts | None | High | High | High | To avoid local punching, the foundation slab is used ext... |
| Compact gravels and sands | None | Downward | High | Downward | Conventional shallow foundation without problems. Raft f... |
| Limestones, Dolomites and Marbles | None | Media | Media | Downward | In general, direct foundation using braced strip footing... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
Interactive geological map · Fuente de Piedra
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 Fuente de Piedra · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Fuente de Piedra
- 1 M 3.6 2011
- 2 M 3.6 2011
- 3 M 3.4 2011
How do we carry out your geotechnical study?
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Free quote
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Step
We arrange a day
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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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