Geotechnical study in Arboleas
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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 Geotechnical study in all locations in Arboleas.
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 Arboleas whenever it suits you, agreeing a day and time.
Types of ground in Arboleas
In Arboleas, fine sands and silts predominate; they occur in almost half of the territory and usually offer a medium bearing capacity, accompanied by slates, schists, and occasionally limestones, dolomites and marbles. This lithological range requires a detailed analysis of its compactness and particle-size distribution before designing the foundation, since the presence of soft sandy horizons or silts may necessitate specific solutions to control deformability. In addition, the isolated occurrence of gypsum, anhydrite and salts implies considering the risk of dissolution, while isolated groundwater aquifers require assessing their possible influence on ground stability.
The seismicity of the area, with 50 events in the last 30 years and a maximum magnitude of 3.9, can be classified as moderate and does not constitute a prominent structural constraint, although any foundation must consider these dynamic actions in the analysis. Given the presence of carbonate materials (limestones, dolomites, marbles) and the reference to karst, it is essential to verify the existence of voids and subsidence before carrying out any type of foundation. The non-clayey substrate rules out the risk of expansive movements, so the main factor to consider is the possible presence of karst processes that may affect the safety of the foundation directly and significantly.
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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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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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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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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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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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 Arboleas
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... |
| Phyllites and schists | None | Media | Media | Media | Shallow foundation if the stratum is competent. Strong b... |
| 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... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
| Gypsum, Anhydrite and Salts | Media | High | High | Media | The foundation must be designed to withstand local loss ... |
Interactive geological map · Arboleas
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 Arboleas · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Arboleas
- 1 M 3.9 2011
- 2 M 3.5 2005
- 3 M 3.5 2021
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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