Geotechnical study in Algodonales
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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 of Algodonales.
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 Algodonales when it suits you, agreeing a day and time.
Types of ground in Algodonales
In Algodonales, the geological substrate is mainly dominated by sandstones, conglomerates and flysch, which provides soils with good strength and a satisfactory bearing capacity for buildings of varying size. Limestone, dolomite and marble formations appear occasionally, and their presence can cause local changes in the stability and behaviour of foundations, especially in areas close to masses of water. Most sediments have very low permeability, which favours construction by minimising issues linked to infiltration; however, the minor presence of fine sands, silts and expansive clays must be taken into account to avoid differential settlement in those specific points.
From the perspective of seismicity, activity in the municipality is at a notable level, with 60 events recorded in the last three decades and a moderate maximum magnitude (Mmax 3.5), so structural design must take this factor into account. Likewise, the existence of carbonate materials (limestones and dolomites) implies the possibility of karst processes, which is essential to verify before carrying out any foundation works in order to avoid risks of sinkholes or subsidence. The non-clayey substrate rules out the danger of expansivity, focusing the main geotechnical constraint on assessing karst conditions and the stability of the supporting levels.
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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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
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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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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
View detailsConstruction risks in Algodonales
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 ... |
| 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... |
| 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... |
Interactive geological map · Algodonales
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 Algodonales · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Algodonales
- 1 M 3.5 2023
- 2 M 3.4 2000
- 3 M 3.1 2003
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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