Session Details
[OS-16]Field and laboratory testing 1
Wed. May 8, 2024 3:30 PM - 5:30 PM JST
Wed. May 8, 2024 6:30 AM - 8:30 AM UTC
Wed. May 8, 2024 6:30 AM - 8:30 AM UTC
Room B 10F 1004+1005
Chairperson: Armin W. Stuedlein (Oregon State University)
[OS-16-01]A Novel experimental methodology for studying cyclic compressional soil response
Rojimul Hussain1, Almog Baram1, *Ronnie Kamai1 (1. Ben Gurion University of the Negev)
[OS-16-02]Shear modulus and damping for three compacted clays at different consistencies from resonant column testing
Maximilian Hardenberg1, *Christos Vrettos1 (1. Rhineland-Palatinate Technical University)
[OS-16-03]Drained static bias effects on very loose silt tailings
*David Reid1, Riccardo Fanni2,1, Andy Fourie1 (1. The University of Western Australia, 2. Golder WSP)
[OS-16-04]A study on parameter setting for deformation characteristics in a dynamic ground response analysis
*Keigo Tsukioka1, Yasutomo Yamauchi2, Masanori Yamamoto1, Tomoya Onodera1, Jun Izawa1 (1. Railway Technical Research Institute, 2. Dia Nippon Engineering Consultants Co., Ltd.)
[OS-16-05]Influence of pumice and fines contents on the extent of particle crushing in pumiceous sand-silt mixtures during undrained cyclic triaxial loading
*Jordanka Chaneva1, Max O Kluger1, Vicki G Moon1, David J Lowe1, Rolando P Orense2 (1. University of Waikato, 2. University of Auckland)
[OS-16-06]Estimation of the soil cyclic resistance by flat dilatometer accounting for the fines content effect
*Anna Chiaradonna1, Paola Monaco1 (1. University of L'Aquila)
[OS-16-07]Development of a novel vibratory cone probe for in-situ liquefaction assessment
*Shunsuke Tanimoto1, Masahide Otsubo1, Tetsuya Sasaki1 (1. Public Works Research Institute)
[OS-16-08]Liquefaction assessment based on borehole expansion test with Ménard pressuremeter
*Philippe Reiffsteck1, Panagiotis Georgios Karagianopoulos2, Michael Peronne2 (1. Université Gustave Eiffel, 2. Jean Lutz SA)
[OS-45-05]Liquefaction for an unsaturated soil with suctions control
*Tomoyoshi Nishimura1, Masafumi Matsumoto2 (1. Ashikaga University, 2. Geotechnical Engineering General Institute)
