Geotechnical study in Cizur
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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 the 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 Cizur
In Cizur, soils are predominantly formed by limestones, dolomites and marbles, which usually provide a high bearing capacity, making them favourable for shallow foundations where the geomorphological conditions allow it. In addition, levels of sandstones, conglomerates, flysch, and loose materials such as fine sands and silts are found occasionally, whereas compacted gravels and sands appear rarely. 5.37% of the soils correspond to gypsum, anhydrite and salts, which introduces the risk of dissolution and differential settlements—an essential variable for the design and execution of foundations.
Local seismicity is classified as moderate, with a record of 27 seismic events in the last 30 years and a maximum magnitude of 4.2; therefore, the geotechnical study must incorporate this consideration into the structural calculations. The substratum, with no dominant clay components, rules out risks associated with expansivity. However, the potential presence of karst phenomena in the limestone mass requires thorough prior verification before any foundation, since the existence of voids or cavities can decisively condition the stability of structures 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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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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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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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 Cizur
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... |
| Gypsum, Anhydrite and Salts | Media | High | High | Media | The foundation must be designed to withstand local loss ... |
| Overconsolidated clays and marls (Duras) | Media | Media | Downward | Downward | Direct foundation is viable. Piling is rarely resorted t... |
| Compact gravels and sands | None | Downward | High | Downward | Conventional shallow foundation without problems. Raft f... |
Interactive geological map · Cizur
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 Cizur · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Cizur
Seismic risk is assessed at municipal level. These are aggregated data for the area.
- 1 M 4.2 2013
- 2 M 3.4 2007
- 3 M 3.1 2003
How do we carry out your geotechnical study?
Step
Free quote
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Step
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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