Estudio geotécnico in El Molar
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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 locations of El Molar.
This includes the following geographical areas: Province of Madrid, Comunidad de Madrid and surrounding areas.
We come to your home in El Molar when it suits you, arranging a day and time.
Types of ground in El Molar
In El Molar, expansive clays of a white tonal character and soft nature predominate, covering the entirety of the near-surface substrate. These materials exhibit very low permeability, which may favour the development of local superficial aquifers but makes the drainage of water in the upper layers difficult. From a geotechnical standpoint, the presence of this type of clay significantly affects bearing capacity, requiring detailed studies to define foundation typologies, usually deep or special, that can be adapted to the variability of the ground and avoid differential settlement.
Seismic activity in this municipality is very low, with only 5 reported events over 30 years and a maximum magnitude (Mmax) of 3, so seismic risk is insignificant from a structural consideration. However, the inherent risk associated with the expansiveness of the detected clays must be highlighted, since the soil presents favourable conditions for volumetric movements due to seasonal expansion and contraction, which may compromise the stability of structures if preventive measures are not taken in foundation solutions. This factor is the essential constraint for any geotechnical study in El Molar.
Construction risks in El Molar
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Arcillas Expansivas Blancas/Blandas | Alta | Alta | Baja | Baja | Inviable la zapata superficial pura. O bien losa hiperrí... |
Interactive geological map · El Molar
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 El Molar · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in El Molar
Seismic risk is assessed at municipal level. These are aggregated data for the area.
- 1 M 3 2012
- 2 M 2.8 2013
- 3 M 2.5 2012
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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