Geotechnical study in Benalúa de las Villas
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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 provide @custom_tokens:service in all localities of @custom_tokens:localizacion.
This includes the following geographical areas: @custom_tokens:sublocalizaciones, @custom_tokens:comunidad_autonoma and the surrounding areas.
We travel to your home in @custom_tokens:localizacion at a time that suits you, agreeing on a day and time.
Types of ground in Benalúa de las Villas
In Benalúa de las Villas, a substrate formed mainly of limestones, dolomites and marbles predominates, which suggests competent soils with high bearing capacity, ideal for shallow foundations except in localised areas with fine sands and silts. The occasional presence of muds and peats in deltaic environments indicates the need to avoid these materials as a supporting stratum, as they may cause significant differential settlement. On the other hand, the low proportion of other materials such as sandstones or igneous rocks does not substantially alter the average conditions, and the ground’s permeability is generally low, although deep aquifers may exist that must be taken into account in foundation or excavation projects.
The seismicity recorded in the municipality is very low, with just two events over thirty years and a maximum magnitude of 2.9, which implies a low impact on structural design from a seismic point of view. Given the predominantly carbonate character of the subsoil, it is essential to check for karst phenomena before designing any foundation system, since the existence of voids or dissolution processes can affect the stability of structures. The absence of an clayey substrate rules out expansivity-related problems, the main technical constraint being the possible influence of karst on the viability and safety of foundations.
Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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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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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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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Granite, gneiss and igneous rocks
Igneous and metamorphic rocks with very high mechanical strength. They form the most competent and stable substrate. They predominate in the Sistema Central, in Galicia, and in outcrops of the Hercyni
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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 Benalúa de las Villas
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... |
| Fine sands and silts | None | High | High | High | To avoid local punching, the foundation slab is used ext... |
| Fangy clays and peats (Deltaic) | Downward | High | High | High | Inviable with any natural means. Drive tests of enormous... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| Granite, gneiss and igneous rocks | None | Downward | Downward | Downward | Direct foundation using isolated spread footings bearing... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
Interactive geological map · Benalúa de las Villas
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 Benalúa de las Villas · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Benalúa de las Villas
- 1 M 2.9 2013
- 2 M 1.9 2024
How do we carry out your geotechnical study?
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Conducting the geotechnical study
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Report submission
Within a week we will send you the signed documents of the geotechnical study by an accredited geologist.
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