Hombre con casco y chaleco de seguridad, tomando notas en una obra de construcción.

Estudio geotécnico in Barruelo de Santullán

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4,9 / 5

More than 1000 geotechnical studies carried out

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4.9
Based on 295 reviews
Fran
Francisco Díaz
Vinieron puntuales actuaron con profesionalismo y el estudio geotecnico estuvo listo rapidisimo
julia
Julia Martín
Tenía dudas porque nunca havia echo un estudio de estos, pero me explicaron todo muy claro. Equipo serio y cercano.
Sonia Fabra Solsona
Sonia Fabra Solsona
Profesionales, simpáticos y sin complicaciones. Todo ok.
A
Arnau Sala
Buen equilibrio entre precio y calidad. Volvería a contratarles.
Sergio delgado
Javier Segura
Buen servicio y sobre todo rapidez. Pensé que esto tardaba semanas y lo tenía listo enseguida. Gracias!
Laia
Laia Ferrer
Contestan rápido y con mucha paciencia. El precio me pareció bien para todo lo que hicieron. Muy amables.
Anna Prats
Anna Prats
La verdad es que no tenía ni idea de lo que era un estudio geotecnico, solo sabia que nos lo pedia el ayuntamiento para la obra. Me explicaron todo con mucha paciéncia (yo pregunté mil cosas).
M
Mireia Tor
Hubo un pequeño retraso pero me avisaron enseguida. Aun así muy bien.
J
Joana C.
Muy buen servicio, económico y profesional.
Alejando Peña
Alejandro Peña
Me atendieron rápido y me dieron soluciones. Muy proefsionales
Toni
Toni Lloret
Los recomiendo
Aitor Santos
Aitor M. Santos
Todo bien
Núria Casals
Núria Casals
No entendía mucho del estudio pero me lo explicaron sin liarme. Precio razonable y gente maja.
Marta Solé
Marta Solé
Muy buen servicio, trato cercano y nada de tecnicismos. Me sentí acompañada en todo el proceso.

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.

Estratos de diferentes tipos de suelo

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 Barruelo de Santullán.

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 the surrounding areas.

We travel to your home in Barruelo de Santullán when it suits you, agreeing a day and time.

España localización de empresas de estudio geotécnico

Our Geotechnical study work in the area.

Types of ground in Barruelo de Santullán

In Barruelo de Santullán, the dominant geological substrate is composed primarily of sandstones, conglomerates and flysch, occasionally accompanied by fine sands, silts, limestones, dolomites and marbles. This type of material usually provides good bearing-capacity conditions for foundations, although the spot presence of gypsum, anhydrite and salts may entail dissolution risks, which means that a specific analysis is essential in these areas. In addition, the generally low permeability of the formations can affect the discharge of water, which should be considered in foundation design projects.

The area shows notable seismicity, with 57 events in the last 30 years and a maximum magnitude of 4, implying the need to maintain adequate structural design against seismic actions, although without reaching critical values. The surroundings are potentially karstifiable, so the presence of cavities or discontinuities must be verified before constructing, especially in the limestone and dolomite areas. The non-clayey substrate minimises any expansivity risk, although the main constraint will be assessing karst-related phenomena and the possible dissolution of saline materials in order to guarantee the safety and stability of future developments.

Bearing capacity ? Media
Seismicity ? Media
Expansivity ? None
Settlements ? Media
Water table ? Media
View full profile
Bearing capacity ? Lower-Medium
Seismicity ? High
Expansivity ? None
Settlements ? High
Water table ? High
View full profile
Bearing capacity ? High
Seismicity ? Downward
Expansivity ? None
Settlements ? Media
Water table ? Media
View full profile
Bearing capacity ? Lower-Medium
Seismicity ? Media
Expansivity ? Media
Settlements ? High
Water table ? High
View full profile

Water mass

6.00%
Bearing capacity ? Unknown
Seismicity ? Downward
Expansivity ? None
Settlements ? Downward
Water table ? High
View full profile

Construction risks in Barruelo de Santullán

Approximate estimates. They do not replace the geotechnical study.

Soil type Expansivity Settlements Water table Seismicity Minimum foundation
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...
Limestones, Dolomites and Marbles None Media Media Downward In general, direct foundation using braced strip footing...
Gypsum, Anhydrite and Salts Media High High Media The foundation must be designed to withstand local loss ...
Water mass None Downward High Downward It is not possible to found on a body of water. If the p...

Interactive geological map · Barruelo de Santullán

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

Geological Viewer

IGME · ICGC

Typical stratigraphic profile

Indicative subsurface cross-section in Barruelo de Santullán · Based on GEODE soil types

Fine sands and silts 0–5m
Gypsum, Anhydrite and Salts 5–17m
Sandstones, Conglomerates and Flysch 17–32m
Limestones, Dolomites and Marbles 32–52m+

Indicative profile based on GEODE soil types and typical CTE thicknesses

Seismic risk in Barruelo de Santullán

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

Maximum recorded magnitude M 4 Richter scale
MaxM 4
MediaM 2.21
Max Media
Recorded events
57
Between 1996 and 2026
An earthquake of similar maximum magnitude (M ≥ 3.5) occurs approx. every 10 years.
Largest recorded
  • 1 M 4 2018
  • 2 M 3.6 2007
  • 3 M 3.5 2018
Last recorded earthquake
2026
M 1.8 · this year
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

Logotipo del Ilustre Colegio Oficial de Geólogos con herramientas cruzadas y laureles.
Logotipo del COIGT, en tonos marrones, con un símbolo de ingeniería y el texto correspondiente.
Logo en fondo amarillo con las letras "CTE" y "CÓDIGO TÉCNICO DE LA EDIFICACIÓN".
Logo del Consejo Superior de los Colegios de Arquitectos de España.

Do you need a geotechnical study in Barruelo de Santullán?

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