115TC101

Mechanisms at the origin of size effects in coarse soils and rockfills

Carlos Ovalle, Gilbert Girumugisha

117TC101

Taking anisotropy into account in the analysis of small deformations in Beauchamp sands.

Sonia Fanelli, Fabien Szymkiewicz, Emmanuel Bourgeois, Philippe Reiffsteck

166TC101

Reloading oedometer modulus for danish clay tills

Jens Ole Steensen-Bach

174TC101

Multistage testing for direct shear tests in densely packed mixed-grain soils

María José Toledo Arcic, Jens Engel

197TC101

Evolution of bond stress for low and high plastic clays with time

Balaji Bandaru, Robinson R.G., Ramesh Kandasami

267TC101

Analysis of residual shear strength parameters of fine-grained sediments from open-pit 'Drmno' using different types of apparatus

Stevan Ćorluka, Ksenija Djokovic, Nikola Živanović, Tina Đurić, Nikola Božović

268TC101

Robotic automated sample preparation (RASP) techniques for soil mechanics

Hans Henning Stutz, Luis Mugele, Juan David Arroyo Lopez, Jochen Zürn

286TC101

Determination of Undrained Shear Strength of Remolded and Undisturbed Samples from Different Laboratory Tests

Tina Đurić, Dragoslav Rakić, Jovana Janković Pantić, Irena Basarić Ikodinović, Marija Milosavljević, Stevan Ćorluka

319TC101

Interpretation of the cyclic behaviour of a gassy-silty soil by energetic model based on cyclic tests

Kadir Kocaman, Lucia Mele, Aşkın Özocak, Alessandro Flora

327TC101

Quantification of tensile stress states in fibrous organic and fiber reinforced soils

Akhila Palat, Michael Thomson Hendry, Mahya Roustaei

452TC101

The influence of oedometer sample aspect ratio on the observed compression behaviour of sand under different initial states

Ruan Andrew Murison, Yashay Narainsamy, Gerhard Heymann, SW Jacobsz, Tiago A.V. Gaspar

475TC101

Surface and soil particles degradation during large deformation sand-steel interface shear tests under different boundary conditions

Jakub Konkol, Marta Moroz, Dominik Maciejewski

480TC101

Insights from the Eemdijk full-scale failure test - triaxial strength parameters of organic soils

H.J. {Arny} Lengkeek

496TC101

Discussion on stiffness parameters for Hardening Soil and Hardening Soil-Small strain constitutive models based on results of laboratory tests

Magdalena Kowalska, Matylda Tankiewicz

557TC101

Investigation of natural soil anisotropy using hollow cylinder tests

Abdelilah ERRAHALI, Emmanuel BOURGEOIS, Thibault BADINIER, Alain LE KOUBY, Aurore HORABIK

696TC101

Partially Drained Soil Behavior: Insights from Cyclic Tests

Jochen Zürn, Hans Henning Stutz

714TC101

CPT Response of Carbonate Sand in Abu Dhabi: Miniature Cone Penetrometer Tests and Numerical Simulation

Deepa Kunhiraman Nambiar, Marwan Alaa Naeem, Tadahiro Kishida, George Mylonakis, Mouad Lambarki, Tae-Hyuk Kwon, Dong-Hyeong Choi, Juyeon Jeong

723TC101

Effectiveness of various methods to determine stress history parameters in cohesive soils

Malgorzata Wdowska, Miroslaw J. Lipinski

768TC101

Some developments in laboratory testing of clays in Sweden

David Gaharia, Sølve Hov, Rikard Kalén

791TC101

Development and Testing of a Temperature-Controlled Triaxial Device for Freeze-Thaw Cycles

Edward Asamoah, Rupsa Roy, Beena Ajmera, Cassandra J. Rutherford, Yuderka Trinidad González, Lucas A. Walshire, Ethan Tyler Vroman, Benjamin Breland, Mohammed Mohammed

814TC101

Conception géotechnique d’une écluse à bajoyers minces avec des remblais en limons traités aux liants hydrauliques

Rémy Mattras, Luc Boutonnier, Véronique Berche

841TC101

Modern approach to triaxial testing of overconsolidated clays with extreme swelling pressure.

Tomasz Szczepański

861TC101

A physics-informed evolutionary regression framework for constitutive models of soils

Farah Foroughi Boroujeni, Asaad Faramarzi, Wonjun Cha, Bahman Ghiassi

875TC101

Laboratory characterisation of the full-strain shearing behaviour of glauconite sand

Yong Wang, Tingfa Liu, Erdin Ibraim, Andrea Diambra, Mingnan Li, Chris Brandish-Lowe, Toby Masters

889TC101

EFFECT OF SAMPLE PREPARATION ON SHEAR AND COMPRESSION BEHAVIOR CLAYS

Abdullah Ekinci, Hamza Saeed

890TC101

Laboratory testing of soil abrasiveness: results of the round robin test with the LCPC test

Christoph Budach, Naima von Taschitzki, Peter Erdmann, Danka Katrakova-Krüger

896TC101

Influence of preconsolidation methods and end restraints on the rate dependent behaviour of reconstituted kaolin specimens in undrained triaxial compression

Kenny Kataoka Sørensen, Sabine Gehring, Hans Henning Stutz

939TC101

Comparative study of effects particle morphology and size distribution on data from triaxial tests on synthetic abrasive granular media

RAMON DUQUE FERRAZ RAMON, HANENE SOULI, JOEL RECH, FERNANDO SALVATORI, KATIA VANESSA BICALHO, SILVIO ROMERO DE MELO FERREIRA

977TC101

1-D consolidation theory developed based on in-depth experimental findings

Hideki Ohta, Atsushi Iizuka, Yoshiyuki Morikawa, Kazuaki Uemura, Tomohide Takeyama, Shinya Tachibana

996TC101

Effect of pore pressure distribution on dynamic deformations moduli of soft clays

Rigoberto Rivera, Carmelino Zea, Osvaldo Flores, Enrique Gomez, Alexandra Ossa, Enrique Elizalde, Mary Morante

1005TC101

Interface Friction Response between Snakeskin-Inspired Surfaces and Jumunjin Sand under Repetitive Loading

Tae-Young Kim, Song-Hun Chong

1015TC101

North Sea Chalk characterisation through laboratory testing in comparison with ALPACA findings

Toby Masters, Ivan Cazarez, Christopher Stephen Russell

1065TC101

Clay content influence on static behavior of silty sands at low confining stress

Davor Marušić, Vedran Jagodnik

1100TC101

Advanced direct shear apparatus for constant normal stiffness testing improving soil-structure interface tests

Alvaro Boiero, Enrique Romero, Marcos Arroyo, Giovanni Spagnoli, Fernando Sossa

1178TC101

An Evaluation of the Effects of In-situ and Compaction Induced Structures on the Compression and Strength Characteristics of a Lateritic Soil in the Laboratory

Naa Korkoi Ayeh, Samuel Innocent Kofi Ampadu, Frederick Owusu-Nimo, Felix Jojo Fianko Ayeh, Frederick Charkley

1182TC101

Effect of sample size on the critical state line for two sands

David Reid, Simon Dickinson, Chang-Gyun Jeong, Wesley Tibbet, Riccardo Fanni, Ivan Orea, Andy Fourie

1199TC101

Evaluating the Role of Organic Substrates and Microbial Activity on Sand Creep from 1D Consolidation Tests

Gianmario Sorrentino, Alena Zhelezova, Otim Gerald Innocent, Irene Rocchi

1212TC101

Development of an Electromagnetic Induction-Controlled Free Fall Penetrometer for Undrained Shear Strength Measurement

Jiseok Oh, Byeong Hwi Ryu, Taehoon Lim, Hyunwook Choo

1215TC101

Impact of Loading Frequency and Consolidation Level on the Mechanical Behaviors of Saturated Clayey Soils Under Cyclic Loading

Jang-Un Kim, So Young Kim, Jeong Woo Kim, Chan Kim, Hyunwook Choo

1335TC101

DRAINED SHEAR STRENGTH OF AN OVERCONSOLIDATED PALEOGENE CLAY OF VERY HIGH PLASTICITY

Nik Okkels, Janni Dolby, Lars Bødker

1450TC101

Evaluation of fine-grained soil strength using a ring shear apparatus

Rafael Sharafutdinov, Nadezhda Remizova, Vladimir Morozov, Egor Basakin

1458TC101

Challenges in Morphological Characterization of Granular Materials: A Statistical Perspective

Farzad Kaviani Hamedani, Arman Khoshghalb, Nasser Khalili, Mohammad Esmailzade, Rahim Saffari

1460TC101

Correction of the compressibility curve and the oedometric modulus based on the effects of lateral ring-soil friction in the oedometric test

Wagdi Naime, Duilio Marcial, Víctor Páez

1495TC101

Shear mode and OCR effects on the mobilised shear strains of a laboratory Kaolin and Bothkennar Clay

Mair Beesley, Erdin Ibraim, Paul J. Vardanega

1526TC101

Experimental analysis of key factors governing effective thermal conductivity of granular media

Marina S Bortolotto, David M G Taborda, Catherine O'Sullivan

1552TC101

Effects of Apparatus Design Details on Constant Height Direct Simple Shear Test Results

Amir Soltan, Mason Ghafghazi, Robert Cross, David Eden

1616TC101

Reliability of methods for determining the coefficient of radial consolidation (cr) from radial consolidation test with radial drainage toward a central drain

Tien Dung Nguyen, Khin La Pyae Wunn, Phyu Sin Khin, Duc Long Phung

1620TC101

Effect of Xanthan gum biopolymer contents on cementation behavior of sandy soils

Hyunmuk Cho, Heechang Hwang, Eun Sang Lee, Won-Taek Hong

1706TC101

Volume change observations from giant direct shear box tests on recycled aggregates

Sam Divall, Micheal CR Davies, Sarah E Stallebrass, Jayna Gorasia, Kasia Zamara

1720TC101

A unified framework for estimating monotonic and dynamic parameters of sand-silt mixtures through the equivalent intergranular theory.

Anthi Papadopoulou

1726TC101

Shear box tests to explore the soil-structure interface of model piles created using 3D printing techniques

Sam Divall, Greta Sabaliauskaite, Andrew M McNamara, Sarah E Stallebrass

1753TC101

Characterisation of the mechanical behaviour of layered clay sedimented using a geotechnical centrifuge

Sarah Elizabeth Stallebrass, Sam Divall, Eric Paul Ritchie, Akash Kirubagaran

1807TC101

Comparison of Bender Element and Ultrasound Methods for Determining the Small Strain Shear Modulus of Treated Silt

Mohamed Ali Marrakchi, Yu Jun Cui, Pascale Massaad, Patrice Chardard, Laurent Desmurs, Simon Bonne

1821TC101

Laboratory investigation of primary wave velocities and constrained moduli of offshore glauconite under anisotropic stress states

Shuyin Feng, Parham Reyhanianasl, Mingnan Li, Tingfa Liu, Chris Brandish-Lowe, Toby Masters, Erdin Ibraim, Andrea Diambra, Peter Webster

1837TC101

Laboratory characterisation of the cyclic simple shear behaviour of Dunkirk sand for offshore pile foundation design

Parham Reyhanianasl, Ali Zendehdel Nobari, Tingfa Liu, Chris Brandish-Lowe, Mingnan Li, Peter Webster

1864TC101

Impact of lime stabilization on strength, permeability, and critical state characteristics of mine tailings

Luis Gerardo Cruz Flores, Eduardo Botero Jaramillo, Miguel Ángel Mánica Malcom, Marcos Arroyo Alvarez de Toledo

1951TC101

Evaluation of static drained instability of sands subjected to constant shear using a critical state framework

Franklin Ricardo Olaya, Guillermo José Zavala

1987TC101

Cyclic simple shear strength of a liquefiable sand under combinations of relative densities and vertical stresses

Fausto Molina-Gómez, José Luis Pastor, António Viana da Fonseca, Miguel Millán, Rubén Galindo-Aires

1993TC101

Isotach behaviour for organic clays and peats

Tom van Straaten, Cor Zwanenburg, Henk Kooi

2108TC101

Liquefaction evaluation of a soft soil: remolded and undisturbed samples

Mariana Tonini de Araújo, Patrícia Figuereido de Sousa, André de Oliveira Faria, Mauro Pio dos Santos Junior, Jessé Joabe Vieira Carneiro

2126TC101

Preliminary Results on Cyclic Degradation and Pore Pressure Generation in Sand-Fine Mixtures

Vedran Jagodnik, Tea Sulovsky, Davor Marušić

2195TC101

Analysis of the Geotechnical Behavior of Soil Mixtures: Evaluation of Strength Parameters in Mixtures of Organic Clay and Soils in the São Paulo/SP, Brazil.

Antonio Sérgio Damasco Penna, Cleitton Pereira, Mariane Souza

2229TC101

The comprehensive experiments for evaluating the thermomechanical behavior of weathered granite soil taken from Gwangju metro line

Young-Sang Kim, Hanh Nguyen-Cong, Ju-Won Ryu, Gyeong-O Kang, Bang-Yeon Lee

2238TC101

Nonlinear resilient behavior of unbound materials

Jeb Tingle, Haley Mims, Alejandra Vega, Margarita Ordaz

2245TC101

Clay structure and K0 measurements

Apollonia Gasparre, Matthew Coop, Serena Che

2308TC101

Multi-directional shear wave measurement during triaxial compression test of saturated sand using disk-shaped piezoelectric transducer

Hiroyuki Hashimoto, Reiko Kuwano

2318TC101

Initial shear modulus of gravel and fines-containing sands

Feiyun Shi, Yoshimichi Tsukamoto, Taichi Ishimaru

2354TC101

Study on changes in mechanical properties of mudstone due to slaking and its modelling

Jiapeng Yu, Xi Xiong, Shunichi Kobayashi

2363TC101

Impact of different nail lengths on the reinforcement effect of the soil nailing method based on mechanical behaviour and slip surface

Shintaro Kajiyama, Satoshi Goto

2393TC101

Crushing progression and critical state surface of Ta-d-p pumice in triaxial tests

Itsuki Sato, Atsushi Mohri