Geotechnical study in Roquetas de Mar
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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 service for Geotechnical study in all towns and cities of Roquetas de Mar.
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 the surrounding areas.
We go to your home in Roquetas de Mar when it suits you, agreeing a day and time.
Types of ground in Roquetas de Mar
In Roquetas de Mar, fine sands, silts and compacted gravels predominate, accompanied by a significant proportion of limestones, dolomites and marbles. In general, these materials exhibit good bearing capacity, although the layers of fine sands and silts may show some compressibility in localised areas, thus recommending an appropriate investigation into stratigraphic uniformity. The occasional presence of gypsum, anhydrite and salts should be considered in view of its potential risk of dissolution, and the masses of groundwater suggest a medium permeability, which may require particular attention when selecting the foundation formation level to avoid problems with differential settlement or the presence of a high water table.
Seismicity in the municipality is moderate, with 24 events recorded over 30 years, and a maximum magnitude (Mmax) of 4, sufficient for seismic actions to be taken into account in the structural analysis. The subsoil is not clayey, so the risk of expansivity is ruled out. It is worth bearing in mind the possibility of karstification in the carbonate materials, meaning that verification of this is required before executing any foundation, as the presence of cavities or dissolution processes may compromise the stability of the structures. For all these reasons, ground characterisation and hydrogeological monitoring constitute the main constraints for the geotechnical study in Roquetas de Mar.
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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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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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).
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Phyllites and schists
Metamorphic rocks characterised by their foliation (parallel planes of weakness or slaty cleavage). Very common in Galicia, Asturias, the north of León, Extremadura and Sierra Morena. They are highly
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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 Roquetas de Mar
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... |
| 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... |
| Gypsum, Anhydrite and Salts | Media | High | High | Media | The foundation must be designed to withstand local loss ... |
| Phyllites and schists | None | Media | Media | Media | Shallow foundation if the stratum is competent. Strong b... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
Interactive geological map · Roquetas de Mar
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 Roquetas de Mar · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Roquetas de Mar
- 1 M 4 2010
- 2 M 2.8 2010
- 3 M 2.1 2022
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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