Geotechnical study in Socovos
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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 Socovos.
This includes the following geographical areas: Province of Ciudad Real, Province of Cuenca, Province of Guadalajara, Province of Toledo, Province of Albacete, Castilla-La Mancha and surrounding areas.
We travel to your home in Socovos whenever suits you, agreeing a day and time.
Types of ground in Socovos
The substrate in Socovos is composed mainly of limestones, dolomites and marbles, which account for 46.01% of the soils, and to a lesser extent by sandstones, conglomerates and flysch, as well as fine sands and silts. These soil types usually offer good bearing capacity, although it is important to consider the possible presence of marbles and limestones that may present dissolution zones or the finding of karst, which needs to be verified before founding any structure, as it can affect the stability of the support. The low permeability of the formations also influences the stability of the soils, favouring the accumulation of water at surface levels.
The municipality has moderate seismicity, with 22 events over 30 years and a maximum magnitude of 3.1, which should be taken into account in the structural design of buildings and civil works. In addition, the presence of karstic formations implies that the karst must be verified before proceeding with foundations, as it may present risks of subsidence and delayed movements. The absence of expansive soils, since the substratum is not clayey, makes it easier to predict mechanical behaviour, although potential dissolution in areas with gypsum and salts requires special attention to avoid instability or subsidence problems.
Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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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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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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).
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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 Socovos
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Limestones, Dolomites and Marbles | None | Media | Media | Downward | In general, direct foundation using braced strip footing... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| 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... |
| Gypsum, Anhydrite and Salts | Media | High | High | Media | The foundation must be designed to withstand local loss ... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
Interactive geological map · Socovos
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 Socovos · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Socovos
- 1 M 3.1 2019
- 2 M 2.8 2010
- 3 M 2.8 2023
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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