Geotechnical study in San Lorenzo de la Parrilla
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More than 1000 geotechnical studies carried out
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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 San Lorenzo de la Parrilla.
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 San Lorenzo de la Parrilla when it suits you, agreeing on a day and time.
Types of ground in San Lorenzo de la Parrilla
In San Lorenzo de la Parrilla, the dominant substrate is mainly composed of formations of limestones, dolomites and marbles, which provides solid and stable soils ideal for building and good performance in terms of bearing capacity for most foundation projects. However, the occasional presence of gypsum, anhydrite and salts introduces a potential risk of dissolution in the subsoil, which can lead to stability problems if an adequate geotechnical characterisation is not carried out. It is also important to highlight the existence, although limited, of expansive white or soft clays which should be particularly considered in the areas where they crop out, as they can locally influence the choice of foundation type.
Seismicity in the area is very low, with only one recorded event in thirty years and a low maximum magnitude, so this factor does not represent a relevant technical constraint for structural design. The risk of expansivity, although present in subordinate cases, is mitigated by the dominant nature of the substrate and by climatic conditions that do not favour the activation of expansive clays. No karst development is detected in the area. In conclusion, the main aspect to be studied in the geotechnical campaign will be the possible effects of gypsum and salts in the substrate, which could compromise the stability of foundations if their behaviour and extent are not analysed appropriately.
Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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
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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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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 San Lorenzo de la Parrilla
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... |
| 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... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| White/Soft Expansive Clays | High | High | Downward | Downward | Inviable the pure shallow isolated footing. Either a sym... |
Interactive geological map · San Lorenzo de la Parrilla
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 San Lorenzo de la Parrilla · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in San Lorenzo de la Parrilla
- 1 M 1.7 2007
How do we carry out your geotechnical study?
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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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