Estudio geotécnico in San Lorenzo de la Parrilla
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Comprehensive Geotechnical Studies
Comprehensive Geotechnical Studies
We combine field analysis and laboratory testing to provide accurate technical reports and foundation solutions.
Expert professional
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
Accredited
Geotechnical calculations comply with the rules established by Eurocode 7, UNE-EN ISO 22476-4:2016.
Best price
Best price
Very competitive prices. The best prices for geotechnical studies in Spain. Request a quote and check it.
Speed and quality
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.
Gypsum, Anhydrite and Salts
14.88%Water mass
14.07%White/Soft Expansive Clays
11.86%
Construction 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?
How do we carry out your geotechnical study?
Step
Free quote
Free quote
Request a quotation for your geotechnical study. Completely free and with no obligation.
Step
We arrange a day
We arrange a day
We are looking for a day and time to carry out the field study.
Step
Conducting the geotechnical study
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
Report submission
Within a week we will send you the signed documents of the geotechnical study by an accredited geologist.
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