A novel vibro-penetration test (VPT) for the investigation of cohesionless soils in the field. Issue 126 (November 2019)
- Record Type:
- Journal Article
- Title:
- A novel vibro-penetration test (VPT) for the investigation of cohesionless soils in the field. Issue 126 (November 2019)
- Main Title:
- A novel vibro-penetration test (VPT) for the investigation of cohesionless soils in the field
- Authors:
- Cudmani, Roberto
Manthey, Sven - Abstract:
- Abstract: A novel dynamic penetration testing method for the investigation of cohesionless soils based on the principles of vibratory driving has been developed. During the so-called vibro-penetration test (VPT), a vertical harmonic excitation force drives a rod with a conical tip into the ground. The penetration resistance is defined as the number of excitation cycles N z10 required for 0.10 m penetration with a reference driving energy. In order to evaluate N z10, the tip and shaft resistance, the tip acceleration and the depth of the penetrometer tip are recorded during driving and the data are evaluated according to a proposed vibro-penetration model. Experimental and numerical investigations are carried out to investigate the soil response, validate the mechanical model and evaluate the influence of the density, the effective stresses and the machine parameters on the vibro-penetration resistance. The results show that the N z10 – values are reproducible, correlate unambiguously with the state variables but depend on the machine parameters to some extent. In comparison with the CPT, the VPT shows similar sounding records. However, the required equipment is much lighter, the execution faster and in-situ investigations of medium dense to dense cohesionless soils at large depths are feasible. Highlights: Novel Vibro-Penetration Test (VPT) based on the principles of vibratory driving. The penetration resistance N z10 is defined considering a reference energy. The actualAbstract: A novel dynamic penetration testing method for the investigation of cohesionless soils based on the principles of vibratory driving has been developed. During the so-called vibro-penetration test (VPT), a vertical harmonic excitation force drives a rod with a conical tip into the ground. The penetration resistance is defined as the number of excitation cycles N z10 required for 0.10 m penetration with a reference driving energy. In order to evaluate N z10, the tip and shaft resistance, the tip acceleration and the depth of the penetrometer tip are recorded during driving and the data are evaluated according to a proposed vibro-penetration model. Experimental and numerical investigations are carried out to investigate the soil response, validate the mechanical model and evaluate the influence of the density, the effective stresses and the machine parameters on the vibro-penetration resistance. The results show that the N z10 – values are reproducible, correlate unambiguously with the state variables but depend on the machine parameters to some extent. In comparison with the CPT, the VPT shows similar sounding records. However, the required equipment is much lighter, the execution faster and in-situ investigations of medium dense to dense cohesionless soils at large depths are feasible. Highlights: Novel Vibro-Penetration Test (VPT) based on the principles of vibratory driving. The penetration resistance N z10 is defined considering a reference energy. The actual energy delivered at the tip is calculated each cycle. Experimental and numerical investigations for validation and evaluation of the VPT. Demonstration of the VPT and comparison with CPT results in the field. … (more)
- Is Part Of:
- Soil dynamics and earthquake engineering. Issue 126(2019)
- Journal:
- Soil dynamics and earthquake engineering
- Issue:
- Issue 126(2019)
- Issue Display:
- Volume 126, Issue 126 (2019)
- Year:
- 2019
- Volume:
- 126
- Issue:
- 126
- Issue Sort Value:
- 2019-0126-0126-0000
- Page Start:
- Page End:
- Publication Date:
- 2019-11
- Subjects:
- Field investigation -- Vibratory driving -- Vibro-penetration test -- Finite element analysis -- Calibration chamber tests -- Hypoplasticity
Soil dynamics -- Periodicals
Earthquake engineering -- Periodicals
Sols -- Dynamique -- Périodiques
Génie parasismique -- Périodiques
624.176205 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02677261 ↗
http://www.sciencedirect.com/science/journal/02617277 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.soildyn.2019.105760 ↗
- Languages:
- English
- ISSNs:
- 0267-7261
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8322.225000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 22502.xml