Geotechnical study in Avinyonet de Puigventós
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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 in all locations of Avinyonet de Puigventós.
This includes the following geographical areas: Province of Barcelona, Girona Province, Province of Lleida, Province of Tarragona, Cataluña and surrounding areas.
We travel to your home in Avinyonet de Puigventós whenever it suits you, agreeing a day and time.
Types of ground in Avinyonet de Puigventós
In Avinyonet de Puigventós, formations of sandstone, conglomerates and flysch predominate, together with carbonate materials such as limestones, dolomites and marbles. These types of ground usually offer good bearing capacity for shallow and deep foundations. Fine sands, silts and compact gravels occur occasionally, providing variability in the support conditions. The main materials generally have low permeability at the surface, although aquifers may exist at greater depth. The foundation approach must be adapted according to the lithology found at the exact point of the project, prioritising the search for firm strata.
The area shows a very low level of seismicity, with only 2 recorded events over 30 years and a low maximum magnitude (Mmax 2), meaning that seismic risk does not represent a relevant constraint for structural design. However, since limestones and dolomites are present, the possible existence of karst processes, such as cavities or dissolution, should be assessed, as these could affect the stability of the foundations; this check is essential before starting any work. On the other hand, the non-clayey substratum eliminates the risk of expansivity, so the main aspect to study is the verification of zones of karstification at depth.
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
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Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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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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
View detailsConstruction risks in Avinyonet de Puigventós
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| Limestones, Dolomites and Marbles | None | Media | Media | Downward | In general, direct foundation using braced strip footing... |
| Fine sands and silts | None | High | High | High | To avoid local punching, the foundation slab is used ext... |
| Compact gravels and sands | None | Downward | High | Downward | Conventional shallow foundation without problems. Raft f... |
Interactive geological map · Avinyonet de Puigventós
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 Avinyonet de Puigventós · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Avinyonet de Puigventós
- 1 M 2 2007
- 2 M 1.6 2010
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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