Geotechnical study in San Mateo de Gállego
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More than 1000 geotechnical studies carried out
Approximate price 750€
We can contact you via WhatsApp, phone, or email, whichever you prefer.
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 services in all locations of San Mateo de Gállego.
This includes the following geographical areas: Province of Huesca, Province of Teruel, Province of Zaragoza, Aragón and surrounding areas.
We come to your home in San Mateo de Gállego whenever it suits you, agreeing a day and time.
Types of ground in San Mateo de Gállego
In San Mateo de Gállego, the predominant geotechnical substrate consists of compact gravels and sands, exhibiting a high bearing capacity and facilitating the design of shallow foundations on these materials. Fine sands and silts are also frequently found; these require careful assessment of their behaviour in saturated conditions. The occasional presence of gypsum, anhydrite and salts is noteworthy, as it introduces risks associated with dissolution on contact with water, particularly in areas close to water bodies or where extensive aquifers with high permeability are developed.
Seismic activity in the area is classified as significant, with 68 events in the last 30 years and a maximum magnitude of 4.8; this factor should be considered in the structural calculation of buildings. In addition, the presence of limestone, dolomite and marble outcrops implies the possible occurrence of karstic phenomena; it is essential to verify the development of cavities before defining the foundation type. The absence of an clayey substrate rules out risks due to expansivity, emphasising that the main constraints for the geotechnical study in San Mateo de Gállego are the threat of dissolution processes in areas with gypsum and the need to control instabilities linked to karst and seismicity.
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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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).
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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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Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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
View detailsConstruction risks in San Mateo de Gállego
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... |
| 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 ... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
| Limestones, Dolomites and Marbles | None | Media | Media | Downward | In general, direct foundation using braced strip footing... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
Interactive geological map · San Mateo de Gállego
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 Mateo de Gállego · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in San Mateo de Gállego
Seismic risk is assessed at municipal level. These are aggregated data for the area.
- 1 M 4.8 2007
- 2 M 2.8 2006
- 3 M 2.4 2022
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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