Hombre con casco y chaleco de obra, tomando notas en un sitio de construcción junto al mar.

Estudio geotécnico in Cuevas de San Marcos

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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 Cuevas de San Marcos.

This includes the following geographical areas: Province of Almería, Province of Cádiz, Province of Córdoba, Province of Granada, Province of Huelva, Province of Jaén, Province of Málaga, Province of Seville, Andalucía and the surrounding areas.

We travel to your home in Cuevas de San Marcos when it suits you, agreeing on a day and time.

Andalucía empresas para estudio geotécnico

Our Geotechnical study work in the area.

Types of ground in Cuevas de San Marcos

In Cuevas de San Marcos, the most common geological materials are limestones, dolomites and marbles, accompanied by frequent sandstones and conglomerates. These types of substrate provide a high bearing capacity, which makes it possible to propose conventional shallow foundations in most cases, provided that areas with occasional water or muds are avoided, as these could compromise the stability of the support. The marginal presence of compact gravels improves the bearing capacity locally, whereas the hard clays, although in the minority, do not present significant problems in the municipality-wide context.

The setting is characterised by very low seismicity (9 events in 30 years, Mmax 2.4), which minimises the need to consider special measures for seismic risk in structural design. As there are no relevant karst formations and no dominant presence of expansive soils, and since the substrate is not clayey, the risk of expansivity is ruled out as a conditioning factor. The main requirement will be to assess the impermeability conditions and the possible presence of shallow groundwater table levels, which may affect the choice of foundation type.

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

Water mass

14.46%
Bearing capacity ? Unknown
Seismicity ? Downward
Expansivity ? None
Settlements ? Downward
Water table ? High
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Bearing capacity ? Very High
Seismicity ? Downward
Expansivity ? None
Settlements ? Downward
Water table ? Downward
View full profile
Bearing capacity ? High
Seismicity ? Downward
Expansivity ? None
Settlements ? Downward
Water table ? High
View full profile
Bearing capacity ? Lower-Medium
Seismicity ? High
Expansivity ? None
Settlements ? High
Water table ? High
View full profile
Bearing capacity ? Media
Seismicity ? Downward
Expansivity ? Media
Settlements ? Media
Water table ? Downward
View full profile

Construction risks in Cuevas de San Marcos

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 ...
Water mass None Downward High Downward It is not possible to found on a body of water. If the p...
Granite, gneiss and igneous rocks None Downward Downward Downward Direct foundation using isolated spread footings bearing...
Compact gravels and sands None Downward High Downward Conventional shallow foundation without problems. Raft f...
Fine sands and silts None High High High To avoid local punching, the foundation slab is used ext...
Overconsolidated clays and marls (Duras) Media Media Downward Downward Direct foundation is viable. Piling is rarely resorted t...

Interactive geological map · Cuevas de San Marcos

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

Geological Viewer

IGME · ICGC

Typical stratigraphic profile

Indicative subsurface cross-section in Cuevas de San Marcos · Based on GEODE soil types

Fine sands and silts 0–5m
Compact gravels and sands 5–11m
Overconsolidated clays and marls (Duras) 11–21m
Sandstones, Conglomerates and Flysch 21–36m
Limestones, Dolomites and Marbles 36–56m
Granite, gneiss and igneous rocks 56–71m+

Indicative profile based on GEODE soil types and typical CTE thicknesses

Seismic risk in Cuevas de San Marcos

Low
Maximum recorded magnitude M 2.4 Richter scale
MaxM 2.4
MediaM 1.78
Max Media
Recorded events
9
Between 1996 and 2026
An earthquake of similar maximum magnitude (M ≥ 1.9) occurs approx. every 10 years.
Largest recorded
  • 1 M 2.4 2025
  • 2 M 2 2007
  • 3 M 1.9 2023
Last recorded earthquake
2025
M 2.4 · 1 year 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

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 Cuevas de San Marcos?

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