Operational advantages
- Crane free operation on site
- Fast mobilization between elements, with more tests per working day
- Controlled and repeatable applied energy
- Also applicable to battered piles, keeping the impact aligned with the element axis
Geoteste proprietary system for applying blows in dynamic testing, with remote actuation and digital recording of every parameter.
Request a proposalThe Hammer System applies the blow with drop height and mass controlled by remote actuation. No one needs to remain next to the pile during the test, and every parameter is recorded digitally, which allows auditing the energy applied in each blow.

Hammer®
Tecnología patentada Geoteste
Equipo desarrollado, fabricado y patentado por Geoteste. Operado por radiocontrol, ofrece productividad, seguridad y reducción de costos en campo, eliminando grúas, izajes y estructuras auxiliares.
Sin izaje
Sin riesgo de caída
Sin plan de izaje
Operado por radiocontrol
Sistema autoportante
Sin grúa
Alta productividad
Máxima seguridad
Ensaya pilotes inclinados

Inmobiliario
Minería
Energía
Industrial
Infraestructura
Saneamiento
Logística
Petróleo y gas
Agroindustria
A team of specialist engineers with a combined 242 years of experience in geotechnics.
We have a structure specialized in foundation quality control, the largest technical team in the sector and more than 60 years of tradition from Grupo Gontijo.
We mobilize proprietary equipment and instrumentation for projects in any country in Latin America.
Calibrated instrumentation and rigorous maintenance across the entire fleet.
Dedicated geotechnical engineers, from planning through to the report.
The experience of Grupo Gontijo, since 1965, applied to every test.
Technical interpretation and recommendations applicable to the project.
Digital record of parameters and complete traceability of the test.
Direct measurement of a deep foundation load capacity through the gradual application of load and the recording of settlement at each stage.
Learn more →The same static test, with strain gauges along the shaft to separate the lateral friction of each soil layer from the end bearing resistance.
Learn more →Controlled hammer blows with force and velocity measurement on the pile, interpreted through wave equation theory.
Learn more →Bidirectional load cell installed inside the pile that applies load simultaneously upward and downward, without a reaction structure at the surface.
Learn more →Low strain test that evaluates shaft continuity and estimates pile length from the reflection of the stress wave.
Learn more →Load applied on a rigid plate resting on the ground to obtain the relationship between pressure and settlement of the surface soil.
Learn more →Rely on someone who knows the subject.
Talk now with a specialist and request a technical proposal tailored to your project.
Talk to an engineer