Geotechnical study in Páramo del Sil
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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 Páramo del Sil.
This includes the following geographical areas: Avila Province, Province of Burgos, Province of León, Province of Palencia, Province of Salamanca, Segovia Province, Province of Soria, Province of Valladolid, Zamora Province, Castilla y León and surrounding areas.
We go to your home in Páramo del Sil when it suits you, agreeing a day and time.
Types of ground in Páramo del Sil
In the municipality of Páramo del Sil, formations of slates and schists predominate, which implies a majority presence of metamorphic substrates with low permeability. Although these materials usually provide good bearing capacity, it is essential to analyse the possible presence of muds and peats, especially in deltaic areas, since these soils are not suitable as a support layer for foundations due to their high compressibility and long-term instability. The incidence of hard clays and marls is very low, so their impact on the overall behaviour of the ground is limited.
Seismicity in Páramo del Sil is high, with 200 events recorded over 30 years, although with a maximum magnitude of 3.5, which requires special attention regarding seismic safety in the design of structures. The non-clayey substrate eliminates the risk of expansiveness in the area. However, the existence of karst phenomena must be checked in detail before any foundation is constructed, as these processes can create voids and pose a significant risk to the stability of the works. The main constraint, therefore, is the combined karst assessment together with the verification of soils that may be compressible.
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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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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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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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 Páramo del Sil
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Phyllites and schists | None | Media | Media | Media | Shallow foundation if the stratum is competent. Strong b... |
| Fangy clays and peats (Deltaic) | Downward | High | High | High | Inviable with any natural means. Drive tests of enormous... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
Interactive geological map · Páramo del Sil
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 Páramo del Sil · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Páramo del Sil
- 1 M 3.5 2006
- 2 M 3.5 2006
- 3 M 3.5 2008
How do we carry out your geotechnical study?
Step
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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