Geotechnical study in Monterrubio de la Serena
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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 services in all locations of Monterrubio de la Serena.
This includes the following geographical areas: Province of Badajoz, Province of Cáceres, Extremadura and surrounding areas.
We travel to your home in Monterrubio de la Serena when it suits you, agreeing a day and time.
Types of ground in Monterrubio de la Serena
In Monterrubio de la Serena, substrates of slates and schists predominate: metamorphic materials with very low permeability and a high degree of compaction, providing a good bearing capacity for conventional foundations. The occasional presence of compact gravels and sands also offers favourable options for support, while hard clays and marls, although overconsolidated, may present adequate strength, avoiding pathologies associated with soft soils. Significant levels of granite and igneous rocks further reinforce the positive geotechnical context, reducing the risk of differential settlements.
Seismic action in the area is very low, with scarcely 4 events in 30 years and a maximum magnitude of 3, so seismicity does not represent a relevant constraint in structural design. There are no records of karst nor any indications of significant expansivity, since the dominant substrate is not clayey. Therefore, the main focus during the geotechnical study should be on identifying any possible superficial groundwater levels associated with the low permeability, verifying the absence of saturated soils that could affect the stability of the foundations.
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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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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Granite, gneiss and igneous rocks
Igneous and metamorphic rocks with very high mechanical strength. They form the most competent and stable substrate. They predominate in the Sistema Central, in Galicia, and in outcrops of the Hercyni
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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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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
View detailsConstruction risks in Monterrubio de la Serena
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... |
| Compact gravels and sands | None | Downward | High | Downward | Conventional shallow foundation without problems. Raft f... |
| Granite, gneiss and igneous rocks | None | Downward | Downward | Downward | Direct foundation using isolated spread footings bearing... |
| 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... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
Interactive geological map · Monterrubio de la Serena
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 Monterrubio de la Serena · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Monterrubio de la Serena
- 1 M 3 2009
- 2 M 2.5 2015
- 3 M 2.3 2021
How do we carry out your geotechnical study?
Step
Free quote
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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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