Geotechnical study in Castellet i la Gornal
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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 service for Geotechnical study in all localities of Castellet i la Gornal.
This includes the following geographical areas: Province of Barcelona, Girona Province, Province of Lleida, Province of Tarragona, Cataluña and the surrounding areas.
We travel to your home in Castellet i la Gornal when it suits you, agreeing a day and time.
Types of ground in Castellet i la Gornal
In Castellet i la Gornal, the predominant subsoil is formed by limestones, dolomites and marbles, which implies the presence of rock materials with high bearing capacity, suitable for shallow and deep foundations. Crushed gravel and compact sands are also found, favouring the transmission of loads, together with smaller proportions of overconsolidated clays and sandstones. The predominance of rock materials reduces the problem of differential settlement; however, the occasional presence of hard clays requires a localised characterisation of the ground in order to check how they behave under load.
Seismic activity in this municipality is moderate, with 10 events recorded over 30 years and a maximum magnitude of M3, which does not constitute a relevant structural constraint. The geological setting is conducive to the development of karst phenomena due to the abundance of carbonate rocks; therefore, it is essential to investigate the possible existence of cavities or dissolution processes before designing the foundation. As the subsoil is non-clayey, there is no risk of expansivity, with karst identified as the determining factor in decision-making for the local geotechnical study.
Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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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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
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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
View detailsConstruction risks in Castellet i la Gornal
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... |
| Compact gravels and sands | None | Downward | High | Downward | Conventional shallow foundation without problems. Raft f... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
Interactive geological map · Castellet i la Gornal
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 Castellet i la Gornal · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Castellet i la Gornal
- 1 M 3 2009
- 2 M 2.1 2009
- 3 M 2 2021
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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