Geotechnical study in Tuéjar
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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 of Geotechnical study in all localities of Tuéjar.
This includes the following geographical areas: Alicante, Castellón, Valencia, Comunidad Valenciana and surrounding areas.
We come to your home in Tuéjar when it suits you, agreeing a day and time.
Types of ground in Tuéjar
In Tuéjar, the predominant geological substrate is composed of limestones, dolomites and marbles, accompanied by significant proportions of deltaic silts and peats, as well as gypsum, anhydrite and salts in smaller amounts. These carbonate formations habitually provide a good bearing capacity, which favours the feasibility of shallow foundations provided that their appropriate characterisation is ensured. However, the occasional presence of gypsum and salts implies a risk of dissolution and subsidence that must be taken into account when selecting the foundation type, whereas the soft deposits of silts and peats should be avoided as a bearing level due to their low capacity and high deformability.
With regard to seismicity, Tuéjar shows very low seismic activity, with only about 6 events in the last 30 years and a maximum magnitude of 2.3, which implies minimal relevance in structural design calculations. However, the karstified scenario associated with the carbonate materials makes it necessary to rigorously check for the existence of cavities or dissolution phenomena before carrying out the foundations. The non-clayey substrate rules out expansivity risks, so the main condition to assess in local geotechnical studies is karstification and the risks associated with the dissolution of gypsum and salts.
Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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Fangy clays and peats (Deltaic)
Soils from the Holocene period, unconsolidated, flowing muds, black in colour with a very strong organic component, sometimes in the form of pure rotting vegetable matter (peat bogs). The mud compress
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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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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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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
View detailsConstruction risks in Tuéjar
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... |
| Fangy clays and peats (Deltaic) | Downward | High | High | High | Inviable with any natural means. Drive tests of enormous... |
| Gypsum, Anhydrite and Salts | Media | High | High | Media | The foundation must be designed to withstand local loss ... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| 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... |
Interactive geological map · Tuéjar
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 Tuéjar · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Tuéjar
- 1 M 2.3 2022
- 2 M 2 2023
- 3 M 1.8 2008
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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