Geotechnical study in Aldeamayor de San Martín
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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 locations of Aldeamayor de San Martín.
This includes the following geographical areas: Avila Province, Province of Burgos, Province of León, Province of Palencia, Province of Salamanca, Segovia Province, Province of Soria, Province of Valladolid, Zamora Province, Castilla y León and surrounding areas.
We travel to your home in Aldeamayor de San Martín when it suits you, agreeing a day and time.
Types of ground in Aldeamayor de San Martín
In Aldeamayor de San Martín, the main geotechnical substrate is made up of compacted gravels and sands, which provide good bearing capacity conditions and allow the use of shallow foundations in most cases. Occasionally, levels of limestones and dolomites may be found, which may require specific adaptations in the foundation design. The presence, although rare, of gypsum, anhydrite and salts implies a potential risk of dissolution processes, which must be taken into account in assessing ground stability for any project.
The municipality shows high seismicity, with more than 200 events recorded in the last 30 years and a maximum magnitude reached of 4.7, which implies that seismic analysis is essential in structural design. Additionally, given that the development of karst phenomena is possible, specific verification of existing cavities or prior dissolution is essential prior to any foundation intervention. The presence of expansive clays is only secondary, mainly associated with not-too-problematic climatic conditions, so the main conditioning factor will be the risks arising from seismicity and any possible karst processes.
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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Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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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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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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).
View detailsConstruction risks in Aldeamayor de San Martín
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Compact gravels and sands | None | Downward | High | Downward | Conventional shallow foundation without problems. Raft f... |
| Limestones, Dolomites and Marbles | None | Media | Media | Downward | In general, direct foundation using braced strip footing... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
| Fine sands and silts | None | High | High | High | To avoid local punching, the foundation slab is used ext... |
| Gypsum, Anhydrite and Salts | Media | High | High | Media | The foundation must be designed to withstand local loss ... |
Interactive geological map · Aldeamayor de San Martín
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 Aldeamayor de San Martín · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Aldeamayor de San Martín
Seismic risk is assessed at municipal level. These are aggregated data for the area.
- 1 M 4.7 2006
- 2 M 4.6 1998
- 3 M 4.6 2007
How do we carry out your geotechnical study?
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Step
We arrange a day
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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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