Scheduled presentations:

• Stress History and Effective Shear Strength Parameters Evaluation of a Dilative Stiff Clay
  *G. Pinto (Pimenta de Ávila Consulting), M. Araujo (Pimenta de Ávila Consulting), A. Faria (Pimenta de Ávila Consulting), J. Carneiro (Pimenta de Ávila Consulting), M. Junior (Pimenta de Ávila Consulting)
• Engineering surveys for construction based on the concept of sustainability resource to external influences and nature-based solutions
  *V. IEGUPOV (Kharkiv National University of Urban Economy), G. STRIZHELCHIK (Kharkiv National University of Urban Economy), R. GOODARY (Université des Mascareignes, Mauritius)
• Upgrading a resonant column apparatus to reliably measure specimen void ratio
  *C. Vulpe (The University of Western Australia)
• A Data Driven CPTu-PINNs Method to Predict Soil Settlement
  H. Li (Tsinghua SIGS), *Z. Ouyang (Tsinghua SIGS)
• Characteristics of the Electroresistivity of a compacted Iron Ore Tailing
  F. Marinho (University of São Paulo), M. Hora (University of São Paulo), B. Dos Santos (Uiversity of são Paulo), B. Delgado (University of São Paulo), *J. Da Silva (Vale S.A.)
• Effects of storage time on sample quality in Ballina clay
  K. Ouyang (The University of Newcastle Australia), *J. Pineda (The University of Newcastle Australia)
• The Use Of Large-Scale 3D Numerical Modeling to Identify Areas of Increased Seismic Risk in Polish Underground Copper Mines.
  *K. Fuławka (KGHM CUPRUM Ltd. Research & Development Centr), R. Kołodziej (KGHM Polska Miedź S.A.- Lubin Mine), L. Stolecki (KGHM CUPRUM Ltd. Research & Development Centr), I. Jaśkiewicz-Proć (KGHM CUPRUM Ltd. Research & Development Centr)
• Estimation of Pore Pressure for Unsaturated-Saturated Bentonite Sand Mixture
  *T. NISHIMURA (Ashikaga University)
• Characterization of the Consolidation Coefficient Behavior from Piezocone and Piezoball Tests in a Brazilian Soft Soil
  *J. Sosnoski (Federal University of Santa Catarina), A. Meier (Federal University of Santa Catarina), G. Dienstmann (Federal University of Santa Catarina), H. Nierwinski (Federal University of Santa Catarina), E. Odebrecht (Geoforma Engenharia Ltda), F. Mantaras (Geoforma Engenharia Ltda)
• Effect of Precast Pile Driving on Liquefaction Potential Mitigation of Sandy Silts Based on CPTu
  *K. Fakharian (Amirkabir University of Technolgoy), M. Hashemi (Amirkabir University of Technolgoy), F. Kaviani-Hamedani (Amirkabir University of Technolgoy), A. Osouli (Amirkabir University of Technolgoy), H. Vaezian (Pars GeoEnviro Inc.), M. Bahrami (Pars GeoEnviro Inc.), T. Bahrami (Pars GeoEnviro Inc.), I. H. Attar (Pars GeoEnviro Inc.)
• Evaluation of the Liquefaction Resistance of Sandy Soil for Shaking Table Tests
  F. Castelli (University “Kore” of Enna), S. Grasso (University of Catania), V. Lentini (University “Kore” of Enna), *M. Sammito (University “Kore” of Enna)
• Development of a framework for automatic quantification of uncertainty in seismic cone penetration testing
  *T. Zheng (University of Glasgow), R. Buckley (University of Glasgow), E. Febrianto (University of Glasgow)
• Seismic P-, SH- and SV-Wave Cross-Hole Testing Using Direct-Push Technology for the Determination of Geotechnical Parameters
  *T. Fechner (Geotomographie GmbH), U. Koedel (Helmholtz Centre for Environmental Research), S. Mackens-Siemes (Geotomographie GmbH)
• Uniaxial Compressive Strength versus Shear Seismic Wave Velocity
  *M. Cabrera (Ingérop), M. Combarros (Ingérop)
• Advances in the Characterisation of Sites Contaminated with Petroleum Hydrocarbons: Insights from a Collaborative Effort
  *J. García-Rincón (Legion Drilling), E. Gatsios (INTERGEO), R. Lenhard (Semi-retired), E. Atekwana (University of California, Davis), R. Naidu (University of Newcastle)
• Direct-Push Profiling Technologies for Sustainable Investigation of Contaminated Sites
  *J. García-Rincón (Legion Drilling)
• Engineering characterization of lacustrine soil deposits at the inner bay of Puno around Titicaca Lake
  *S. Laura-Huanca (National University of the Altiplano)
• Influence of hydrogeological conditions on estimation of undrained shear strength by CPTu tests: case study in a tropical soil
  *I. Rigatto (UFOP), L. Ferreira (UFOP)
• Open-source implementation of the new unified CPT-based axial method in sands
  C. Sastre Jurado (OWI-Lab), *B. Stuyts (OWI-Lab)
• Measurement of soil temperature with depth using multiple sensor arrays
  *M. Zizzi (Technical University of Bari), G. Elia (Technical University of Bari), O. Bottiglieri (Technical University of Bari), F. Cotecchia (Technical University of Bari)
• Geological and geotechnical study of a construction site in Porto Romano area-Albania
  *A. Malaj (Altea & Geostudio 2000), S. Allkja (Altea & Geostudio 2000), J. Belliu (Altea & Geostudio 2000), I. Kero (Altea & Geostudio 2000)
• Collapsible Behaviour of a Compacted Lateritic Sandy Soil
  *I. Augusto Silveira (São Paulo State University (UNESP)), H. Giacheti (São Paulo State University (UNESP)), B. Padovezi Rocha (Federal Institute of Education, Science and T), R. Rodrigues (São Paulo State University (UNESP))
• Influence of the Weathering Degree on the Dispersion Susceptibility of Allophanic Soils
  *A. Castañeda Jaimes (Universidad Nacional de Colombia), J. Colmenares Montañez (Universidad Nacional de Colombia), L. Viveros Rosero (Universidad Nacional de Colombia)
• Field Site Characterization of a Coastal Aeolian Sandy Subgrade for a Proposed Tank Farm Site in Peru
  *J. Zamora (Drexel University), M. Pando (Drexel University)
• Evolution of fracture permeability in active clayey formations
  *A. Seiphoori (NGI), U. Mok (MIT), P. Marschall (NAGRA)
• Development of a 3D Ground Model for an Offshore Wind Farm with Complex Interlayering of Silty Soils
  *X. Peng (Southeast University), Y. Gao (Southeast University), Y. Du (China Nuclear Power Design Co., Ltd.), D. Wang (China Nuclear Power Design Co., Ltd.), P. Li (China Nuclear Power Design Co., Ltd.), X. Li (First Institute of Oceanography), Y. Zhang (Southeast University)
• In situ and laboratory results of a bentonite-based block/pellet seal during saturation
  *A. Mesa-Alcantara (CIMNE), E. Romero (CIMNE/UPC)