Scheduled presentations:

• A DEM Study on the Effect of Chamber Boundary on CPT Calibration Chamber Tests
  *A. Sadrekarimi (Western University), S. Hashemi (SLR Consulting)
• On the Determination of Soil Deformation Modulus by Means of a Penetrometer
  *S. Volcy (Univ. Grenoble Alpes, CNRS, Grenoble INP, 3SR), C. Dano (Univ. Grenoble Alpes, CNRS, Grenoble INP, 3SR), L. Sibille (Univ. Grenoble Alpes, CNRS, Grenoble INP, 3SR), B. Chareyre (Univ. Grenoble Alpes, CNRS, Grenoble INP, 3SR), H. Hosseini-Sadrabadi (Equaterre: Geotechnical Design Office, Annecy)
• Experimental and Numerical Investigations of CPT End Resistance at Variable Penetration Rates in Mixed Soils
  *A. Arafianto (The University of Western Australia), Y. Tian (The University of Western Australia), B. Lehane (The University of Western Australia), Y. Suzuki (Norwegian Geotechnical Institute), D. Reid (The University of Western Australia)
• Interpretation of cone pressuremeter tests to estimate the strain dependent stiffness and strength of sensitive lacustrine clay
  *J. Schorr (Boley Geotechnik GmbH), S. Vogt (Technical University of Munich), R. Cudmani (Technical University of Munich)
• Numerical Study of Cone Penetration in Calcareous Sands: Investigating Cone Tip Resistance Correction Factors for Crushable Soils
  *S. Hyder (Portland State University), D. Moug (Portland State University)
• Prediction of state parameter based on CPT MPM simulations in sandy soils
  *M. Martinelli (Deltares), G. remmerswaal (Deltares)
• Impact of evolving fabric anisotropy on CPT simulations for subsurface characterization
  S. Moshfeghi (University Of British Columbia), *M. Taiebat (University Of British Columbia), A. Lizcano (SRK Consulting Inc.)
• Types of Shearing and Anisotropy in Undrained CPTu
  *D. Durán (Universitat Politècnica de Catalunya), L. Monforte (Universitat Politècnica de Catalunya), M. Arroyo (Universitat Politècnica de Catalunya), A. Gens (Universitat Politècnica de Catalunya)
• G-PFEM-aided Derivation of Undrained Shear Strength of Organic Clays from CPT Data
  A. Halleux (Politecnico di Milano), *K. Boschi (Politecnico di Milano), L. Flessati (Delft University of Technology), C. Jommi (Politecnico di Milano)
• Numerical Simulations of Cone Penetration Response via Accounting for State-Dependence and Full-Strain-Range Non-Linearity of Sand
  S. Tong (POWERCHINA Huadong Engineering Corporation), M. Huang (Tongji University), *Z. Shi (Tongji University), J. Yu (Tongji University), B. Wang (POWERCHINA Huadong Engineering Corporation), C. Sun (POWERCHINA Huadong Engineering Corporation)