Geotechnical study in Arroyo de San Serván
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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 localities of Arroyo de San Serván.
This includes the following geographical areas: Province of Badajoz, Province of Cáceres, Extremadura and surrounding areas.
We visit your home in Arroyo de San Serván when it suits you, agreeing a day and time.
Types of ground in Arroyo de San Serván
At Arroyo de San Serván, compact gravel and sand soils predominate, occupying most of the municipality and providing a favourable base for direct foundations thanks to their high bearing capacity. The occasional presence of sandstones, conglomerates, flysch and limestones makes it possible to consider conventional foundation alternatives in most projects, whereas sporadic levels of fine sands and silts require specific characterisation to rule out the risk of localised subsidence. It is recommended to avoid foundation on bodies of water and organic materials.
Seismicity within the municipal district is very low, with only a single event in the last 30 years and a maximum magnitude of 1.6, so it does not represent a relevant conditioning factor for structural design. Since the substrate is non-clayey, the risk of expansivity is ruled out, and the absence of karst simplifies geotechnical viability studies. Thus, the main focus should be on characterising the grain size distribution and the compactness of the soils in order to optimise the foundation design.
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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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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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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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
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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
View detailsConstruction risks in Arroyo de San Serván
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Compact gravels and sands | None | Downward | High | Downward | Conventional shallow foundation without problems. Raft f... |
| 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... |
| Fine sands and silts | None | High | High | High | To avoid local punching, the foundation slab is used ext... |
| 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... |
| Phyllites and schists | None | Media | Media | Media | Shallow foundation if the stratum is competent. Strong b... |
Interactive geological map · Arroyo de San Serván
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 Arroyo de San Serván · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Arroyo de San Serván
- 1 M 1.6 2007
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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