Geotechnical study in Borriol
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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 @custom_tokens:service in all localities of @custom_tokens:localizacion.
This includes the following geographical areas: @custom_tokens:sublocalizaciones, @custom_tokens:comunidad_autonoma and the surrounding areas.
We travel to your home in @custom_tokens:localizacion when it suits you, agreeing a day and time.
Types of ground in Borriol
In Borriol, limestone, dolomite and marble substrates predominate, with a significant presence of sandstones and conglomerates. These lithologies typically offer a high bearing capacity and favourable behaviour for shallow foundations, particularly in areas where the formations occur in massive and compact form. The occasional presence of compacted sands, silts and gravels facilitates shallow foundation solutions, although it is important to verify the homogeneity of these layers. In addition, the extensive network of aquifers, characterised by high permeability, may imply the need to study the groundwater level and the aggressiveness of the water towards the foundation materials.
Local seismicity is notable, with 92 documented events over the last 30 years, although the maximum magnitude value (Mmax 2.3) is low, so seismic effects in structural design are generally minimal. Owing to the predominance of carbonate materials, there is a risk of karst processes; therefore, it is essential to check for the possible existence of cavities or dissolution before carrying out any foundation work. On the other hand, the non-clayey bedrock rules out the presence of risks associated with expansivity. Overall, the main condition to investigate will be the existence of karstification in the ground, given its high incidence in limestones and dolomites in the area.
Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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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
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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
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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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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 Borriol
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... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| 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... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
Interactive geological map · Borriol
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 Borriol · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Borriol
- 1 M 2.3 2010
- 2 M 2.2 2007
- 3 M 2.1 2007
How do we carry out your geotechnical study?
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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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