Navarra geotécnia

Estudio geotécnico in Puente la Reina/Gares

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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 Puente la Reina/Gares.

This includes the following geographical areas: Ablitas, Altsasu/Alsasua, Allo, Andosilla, Ansoáin/Antsoain, Aoiz/Agoitz, Aranguren, Arbizu, Los Arcos, Arguedas, Arróniz, Artajona, Ayegui/Aiegi, Azagra, Baztan, Buñuel, Burlada/Burlata, Cabanillas, Cadreita, Caparroso, Cárcar, Carcastillo, Cascante, Castejón, Cintruénigo, Cizur, Corella, Cortes, Etxarri Aranatz, Valley of Egüés/Eguesibar, Noáin (Valle de Elorz)/Noain (Elortzibar), Estella-Lizarra, Esteribar, Ezcabarte, Falces, Fitero, Fontellas, Funes, Fustiñana, Galar, Huarte/Uharte, Iza/Itza, Lakuntza, Larraga, Leitza, Lerín, Lesaka, Lodosa, Lumbier, Marcilla, Mendavia, Mendigorria, Miracle, Monteagudo, Murchante, Olazti/Olazagutía, Olite/Erriberri, Cendea de Olza/Oltza Zendea, Pamplona/Iruña, Peralta/Azkoien, Puente la Reina/Gares, Ribaforada, San Adrián, Sangüesa/Zangoza, Doneztebe/Santesteban, Sartaguda, Sesma, Tafalla, Tudela, Ultzama, Valtierra, Bera, Viana, Villafranca, Villatuerta, Villava/Atarrabia, Yerri/Deierri Valley, Barañáin/Barañain, Berrioplano/Berriobeiti, Berriozar, Irurtzun, Beriáin, Orkoien, Zizur Mayor/Zizur Nagusia, Lekunberri, Navarra and surrounding areas.

We come to your home in Puente la Reina/Gares whenever it suits you, agreeing on a day and time.

Navarra geotécnia

Our Geotechnical study work in the area.

Types of ground in Puente la Reina/Gares

In Puente la Reina/Gares, a substrate composed of sandstones, conglomerates and flysch sequences predominates, which favours good bearing capacity conditions for foundation, as it involves compact and competent materials. Occasionally, fine sands, silts and a smaller percentage of gypsum, anhydrite and salts are found, which implies the need to monitor the risk of dissolution in localised areas. The abundance of extensive and highly permeable aquifers may influence the groundwater-table behaviour during the execution of underground works.

The seismicity recorded in the area is moderate, with 42 events in 30 years and a maximum magnitude of 2.9 which, despite not being high, merits integrated monitoring in the geotechnical study. The surrounding environment shows karst development, making it essential to check for the presence of cavities or dissolution processes before defining any foundation solution. The absence of an clayey substrate rules out risks associated with shrink-swell (expansivity). The main geotechnical conditioning factor will be appropriate investigation into possible karstic phenomena and verification of areas containing gypsum or soluble salts.

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 ? Lower-Medium
Seismicity ? Media
Expansivity ? Media
Settlements ? High
Water table ? High
View full profile

Water mass

4.82%
Bearing capacity ? Unknown
Seismicity ? Downward
Expansivity ? None
Settlements ? Downward
Water table ? High
View full profile

Construction risks in Puente la Reina/Gares

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...
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 · Puente la Reina/Gares

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

Geological Viewer

IGME · ICGC

Typical stratigraphic profile

Indicative subsurface cross-section in Puente la Reina/Gares · Based on GEODE soil types

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

Indicative profile based on GEODE soil types and typical CTE thicknesses

Seismic risk in Puente la Reina/Gares

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

Maximum recorded magnitude M 2.9 Richter scale
MaxM 2.9
MediaM 1.78
Max Media
Recorded events
42
Between 1996 and 2026
An earthquake of similar maximum magnitude (M ≥ 2.4) occurs approx. every 30 years.
Largest recorded
  • 1 M 2.9 2013
  • 2 M 2.3 2000
  • 3 M 2.2 2011
Last recorded earthquake
2013
M 2.9 · 13 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

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 Puente la Reina/Gares?

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