Geotechnical study in Gilet
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More than 1000 geotechnical studies carried out
Approximate price 750€
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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 Geotechnical study in all localities of Gilet.
This includes the following geographical areas: Alicante, Castellón, Valencia, Comunidad Valenciana and surrounding areas.
We will travel to your home in Gilet when it suits you, agreeing a day and time.
Types of ground in Gilet
In Gilet, the predominant substrate is composed of limestones, dolomites and marbles, together with significant percentages of sandstones, conglomerates, flysch and layers of fine sands and silts. These materials provide, for the most part, a high bearing capacity, which favours solutions involving shallow foundations, although heterogeneity in the grain size distribution may require detailed studies to avoid differential settlements. The presence of permeable and productive aquifers represents an advantage in terms of natural drainage, but it also requires supervision during foundation execution, especially near gravels, compact sands or areas close to bodies of water in order to prevent moisture problems in basements or excavations. Even though the risk of gypsum and salts is localised, it implies paying attention to dissolution phenomena under certain hydrological conditions.
Seismic activity in the municipality is moderate, with 27 registered events over three decades and a maximum magnitude of 3.4, which places Gilet in an area of low seismic hazard, without this implying any exceptional requirement in the usual structural design. As no predominant expansive clays are detected, the risk of expansivity is ruled out by the rocky composition of the substrate. It is crucial to highlight the importance of karst in this setting: prior verification of the development and continuity of karst cavities is mandatory before undertaking foundation projects, as this is the main factor to consider in the local geotechnical analysis.
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
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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).
View detailsConstruction risks in Gilet
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... |
| Gypsum, Anhydrite and Salts | Media | High | High | Media | The foundation must be designed to withstand local loss ... |
Interactive geological map · Gilet
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 Gilet · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Gilet
Seismic risk is assessed at municipal level. These are aggregated data for the area.
- 1 M 3.4 2009
- 2 M 3.2 2009
- 3 M 3.1 2011
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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