Geotechnical study in Novelda
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Comprehensive Geotechnical Studies
We combine field analysis and laboratory testing to provide accurate technical reports and foundation solutions.
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.
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 locations of Novelda.
This includes the following geographical areas: Alicante, Castellón, Valencia, Comunidad Valenciana and surrounding areas.
We travel to your home in Novelda whenever it suits you, agreeing a day and time.
Types of ground in Novelda
In Novelda, the predominant substrate is made up of sandstones, conglomerates and flysch, which provides a solid foundation for most foundations, although with generally low permeability. Occasional outcrops of gypsum, anhydrite and salts are also identified; these present dissolution risks that must be evaluated in detail before selecting the most suitable type of foundation. Fine sands and silts, although infrequent, require attention in order to avoid differential settlement, while the occasional presence of limestones and dolomites suggests the possible existence of underground cavities.
Seismicity in Novelda is very low, with only 6 recorded events over 30 years and a maximum magnitude of 3.9, which implies a low seismic constraint in structural design. Nevertheless, the development of karst processes is possible in the area due to the presence of limestones and gypsum, so the risk of collapse or subsidence must be thoroughly verified before proceeding with foundation construction. The non-clayey nature of the substrate virtually rules out risks of expansivity, with the main constraint being the assessment and control of the possible karst and the dissolution processes associated with gypsum and anhydrite.
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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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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Fine sands and silts
Fine to very fine granular soils with medium to loose compacity. Typical of floodplains and coastlines. Although they can support light buildings, they are treacherous soils linked to water processes:
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Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
View detailsConstruction risks in Novelda
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 ... |
| 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... |
Interactive geological map · Novelda
Mapping: IGME GEODE 50k · IGME MAGNA 50 · ICGC (Catalonia)
Geological Viewer
IGME · ICGC- Click on the map to see the geology at the point.
- Use the layer buttons to switch between geological views (GEODE, MAGNA, Lithology, Hydrogeology).
- Adjust the opacity of the geological layer with the control below.
- Press the full-screen button to expand the viewer.
Geological information
Typical stratigraphic profile
Indicative subsurface cross-section in Novelda · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Novelda
- 1 M 3.9 1999
- 2 M 3.5 1999
- 3 M 2.2 2022
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.
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