Burgos

Geotechnical study in Cardeñadijo

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4,9 / 5

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4.9
Based on 295 reviews
Fran
Francisco Díaz
They arrived on time; they acted with professionalism and the geotechnical study was ready incredibly quickly.
Xulia
Julia Martin
I had doubts because I had never carried out a study like this before, but they explained everything to me very clearly. A serious team that is also approachable.
Sonia Fabra Solsona
Sònia Fabra Solsona
Professional, friendly and straightforward. All good.
A
Arnau Sala
Good balance between price and quality. I would hire them again.
Sergio Delgado
Javier Segura
Good service and, above all, speed. I thought this would take weeks, but it was ready straight away. Thanks!
Laia
Laia Ferrer
They replied quickly and with a lot of patience. The price seemed good to me for everything they did. Very kind.
Anna Prats
Anna Prats
The truth is I had no idea what a geotechnical study was; I just knew the council asked for it for the project. They explained everything to us with a lot of patience (I asked a thousand questions).
M
Mireia Tor
There was a small delay, but they let me know straight away. Even so, very good.
J
Joana C.
Very good service, economical and professional.
Alejando Peña
Alejandro Peña
They attended to me quickly and provided solutions. Very professional
Toni
Toni Lloret
I recommend them
Aitor Santos
Aitor M. Santos
All good
Núria Casals
Núria Casals
I didn’t understand much of the study, but they explained it to me without confusing me. Reasonable price and nice people.
Marta Solé
Marta Solé
Very good service, friendly approach and no technical jargon. I felt supported throughout the entire process.

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.

Layers of different types of soil

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 towns and localities of Cardeñadijo.

This includes the following geographical areas: Avila Province, Province of Burgos, Province of León, Province of Palencia, Province of Salamanca, Segovia Province, Province of Soria, Province of Valladolid, Zamora Province, Castilla y León and surrounding areas.

We come to your home in Cardeñadijo when it suits you, agreeing a day and time.

Spain location of geotechnical study companies

Our Geotechnical study work in the area.

Types of ground in Cardeñadijo

In Cardeñadijo, the dominant substrate is mainly made up of carbonate materials such as limestones, dolomites and marbles, accompanied in smaller proportions by sandstones, conglomerates and flysch. These rock types have good bearing capacities, which favours the feasibility of shallow foundations. Complementarily, a minor presence of Gypsum, Anhydrite and Salts is also detected, implying a potential risk of dissolution, especially under conditions involving water inflows; therefore, their areas must be assessed carefully before deciding the level of support. Compacted gravels and sands, although rare, may provide favourable support alternatives in those locations where they crop out.

The local seismicity of Cardeñadijo is very low, with 4 events over 30 years and a maximum magnitude of 1.7, which rules out the need to consider significant seismic factors in the design of structures. The non-clayey substrate eliminates the risk associated with expansive soils, facilitating the selection of conventional foundation solutions. As the main constraint, it is essential to identify any possible localised presence of soluble materials in order to avoid dissolution problems that could compromise the stability of the foundations.

Areniscas, Conglomerados y Flysch
Warning

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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Yesos, Anhidrita y Sales
Hazard

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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Gravas y Arenas compactas
Neutral

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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Construction risks in Cardeñadijo

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 ...
Gypsum, Anhydrite and Salts Media High High Media The foundation must be designed to withstand local loss ...
Compact gravels and sands None Downward High Downward Conventional shallow foundation without problems. Raft f...

Interactive geological map · Cardeñadijo

Mapping: IGME GEODE 50k · IGME MAGNA 50 · ICGC (Catalonia)

Geological Viewer

IGME · ICGC

Typical stratigraphic profile

Indicative subsurface cross-section in Cardeñadijo · Based on GEODE soil types

Compact gravels and sands 0–6m
Gypsum, Anhydrite and Salts 6–18m
Sandstones, Conglomerates and Flysch 18–33m
Limestones, Dolomites and Marbles 33–53m+

Indicative profile based on GEODE soil types and typical CTE thicknesses

Seismic risk in Cardeñadijo

Seismic risk is assessed at municipal level. These are aggregated data for the area.

Maximum recorded magnitude M 1.7 Richter scale
MaxM 1.7
MediaM 1.7
Max Media
Recorded events
4
Between 1996 and 2026
An earthquake of similar maximum magnitude (M ≥ 1.2) occurs approx. every 8 years.
Largest recorded
  • 1 M 1.7 2011
  • 2 M 1.7 2009
  • 3 M 1.7 2009
Last recorded earthquake
2011
M 1.7 · 15 years ago
Indicative historical seismicity data. The minimum magnitude considered is 1.5. Source: Seismic Portal (EMSC/IGN).

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.

Entities and institutions

Logo of the Ilustre Colegio Oficial de Geólogos with crossed tools and laurel wreaths.
COIGT logo, in brown tones, with an engineering symbol and the corresponding text.
Logo on a yellow background with the letters "CTE" and "BUILDING TECHNICAL CODE".
Logo of the Consejo Superior de los Colegios de Arquitectos de España.

Do you need a geotechnical study in Cardeñadijo?

Request a no-obligation quote. We’ll advise you on the type of study you need.