Navarra geotécnia

Estudio geotécnico in Lodosa

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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 Lodosa.

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 the surrounding areas.

We travel to your home in Lodosa whenever suits you, agreeing a day and time.

Navarra geotécnia

Our Geotechnical study work in the area.

Types of ground in Lodosa

In Lodosa, sandstone, conglomerates and flysch units predominate as the geological substrate, often accompanied by gypsum-bearing formations and occasional areas of gravel, compacted sands and fine deposits. The high presence of gypsum, anhydrite and salts implies a dissolution risk that directly affects bearing capacity and the durability of foundations, which is why verifying the stability of these materials is essential before defining the structural support system. The existence of highly productive aquifers and highly permeable soils also requires a detailed analysis of drainage and possible fluctuations of the groundwater table when planning foundations.

Lodosa exhibits high seismicity, with more than 200 recorded events over 30 years and an estimated maximum earthquake magnitude of 5.2, which makes it necessary to consider specific criteria for earthquake-resistant design in any structural project. On the other hand, the presence of karstic formations must be carefully assessed through an exhaustive geotechnical study, since the appearance of cavities can radically condition the stability of the works. The non-clayey substrate rules out the risk of shrink-swell, so the most relevant constraint in this area corresponds to gypsum-bearing materials and the potential development of karstification, both critical for the planning of safe foundations.

Bearing capacity ? Media
Seismicity ? Media
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
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

Water mass

7.35%
Bearing capacity ? Unknown
Seismicity ? Downward
Expansivity ? None
Settlements ? Downward
Water table ? High
View full profile
Bearing capacity ? Media
Seismicity ? Downward
Expansivity ? Media
Settlements ? Media
Water table ? Downward
View full profile
Bearing capacity ? High
Seismicity ? Downward
Expansivity ? None
Settlements ? Media
Water table ? Media
View full profile

Construction risks in Lodosa

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 ...
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...
Fine sands and silts None High High High To avoid local punching, the foundation slab is used ext...
Water mass None Downward High Downward It is not possible to found on a body of water. If the p...
Overconsolidated clays and marls (Duras) Media Media Downward Downward Direct foundation is viable. Piling is rarely resorted t...
Limestones, Dolomites and Marbles None Media Media Downward In general, direct foundation using braced strip footing...

Interactive geological map · Lodosa

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

Geological Viewer

IGME · ICGC

Typical stratigraphic profile

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

Fine sands and silts 0–5m
Compact gravels and sands 5–11m
Overconsolidated clays and marls (Duras) 11–21m
Gypsum, Anhydrite and Salts 21–33m
Sandstones, Conglomerates and Flysch 33–48m
Limestones, Dolomites and Marbles 48–68m+

Indicative profile based on GEODE soil types and typical CTE thicknesses

Seismic risk in Lodosa

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

Maximum recorded magnitude M 5.2 Richter scale
MaxM 5.2
MediaM 3.21
Max Media
Recorded events
200
Between 1996 and 2026
An earthquake of similar maximum magnitude (M ≥ 4.7) occurs approx. every 30 years.
Largest recorded
  • 1 M 5.2 2004
  • 2 M 4.6 1998
  • 3 M 4.5 2020
Last recorded earthquake
2025
M 3.5 · 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 Lodosa?

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