PileTech-Center

Apply analytical, analytical–numerical, semi–numerical, and fully numerical methods, such as FEM (Finite Element Method).

Perform numerical analyses of piles and soil using explicit and implicit modeling, from simple to complex models.

Model soil effects using different equivalent and constitutive soil behavior models.

Utilize a wide range of soil–pile interaction SSI (Soil‒Structure Interaction) methods, from linear to nonlinear analyses.

Perform modal analyses, vibration analyses, and stability assessments.

Carry out dynamic analyses of pile behavior – response to impulse, harmonic excitation and seismic loading.

Apply a wide range of seismic analyses for piles.

Evaluate system response in the time domain TDA (Time Domain Analysis), frequency domain FFT (Fast Fourier Transform), STFT (Short‒Time Fourier Transform), and capacity domain.

Apply methods for SLS (Serviceability Limit State) and ULS (Ultimate Limit State) settlement analyses, according to structural and SSI requirements.

Conduct consolidation analyses.

Analyze ultrasonic profiles from CSL (Crosshole Sonic Logging) tests.

Conduct analyses of downward and upward waves, acceleration, velocity, displacement diagrams, and energy transfer & pile driving diagrams.

Perform correlation, correction, and transformation of results between DLT (Dynamic Load Test) and SLT (Static Load Test), with recommendations for capacity calculation.

Calibrate numerical models based on in-situ pile testing results.