Geotechnical study in Vilamarxant
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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 Vilamarxant.
This includes the following geographical areas: Alicante, Castellón, Valencia, Comunidad Valenciana and surrounding areas.
We come to your home in Vilamarxant when it suits you, agreeing a day and time.
Types of ground in Vilamarxant
In Vilamarxant, the predominant geotechnical substrate is formed mainly by limestones, dolomites and marbles, representing more than 60% of the materials present. These carbonate-based soils provide a high bearing capacity and offer a suitable environment for shallow and semi-deep foundations, although sands and silts may occasionally be found, requiring a specific assessment to ensure stability. On the other hand, the clayey mass, although rare, does not represent a significant component that would limit the foundation design in the municipality.
Seismic activity in the area is very low, with only 8 events recorded over 30 years and a maximum magnitude of 2.2, which does not affect the structural calculation for standard buildings. A critical aspect is the possible development of karst processes, given the high presence of carbonate materials: an exhaustive verification of cavities or dissolutions in the ground is recommended before carrying out any foundation work. Finally, the non-clayey bedrock rules out the risk of expansivity; the presence of karst is the main geotechnical factor to be considered.
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
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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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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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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 Vilamarxant
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... |
| 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... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
Interactive geological map · Vilamarxant
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 Vilamarxant · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Vilamarxant
- 1 M 2.2 2007
- 2 M 1.7 2010
- 3 M 1.6 2007
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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