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Wiebke Baille
Wiebke Baille
Oberassistentin am Lehrstuhl für Grundbau, Boden- und Felsmechanik
Verified email at rub.de - Homepage
Title
Cited by
Cited by
Year
Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures
W Baille, S Tripathy, T Schanz
Applied Clay Science 48 (3), 324-333, 2010
1202010
About differences of swelling pressure—dry density relations of compacted bentonites
S Kaufhold, W Baille, T Schanz, R Dohrmann
Applied Clay Science 107, 52-61, 2015
452015
Soil suction measurement of unsaturated soils with a sensor using fixed-matrix porous ceramic discs
S Tripathy, S Al-Khyat, PJ Cleall, W Baille, T Schanz
Indian Geotechnical Journal 46 (3), 252-260, 2016
322016
Effective stress in clays of various mineralogy
W Baille, S Tripathy, T Schanz
Vadose Zone Journal 13 (5), 1-10, 2014
282014
Effects of temperature on measurements of soil water content with time domain reflectometry
T Schanz, W Baille, LN Tuan
Geotechnical Testing Journal 34 (1), 1-8, 2011
182011
Evaluation of hydraulic conductivity through particle shape and packing density characteristics of sand–silt mixtures
A Cherif Taiba, Y Mahmoudi, L Hazout, M Belkhatir, W Baille
Marine Georesources & Geotechnology 37 (10), 1175-1187, 2019
142019
Swelling behavior of compacted bentonite-sand mixture during water infiltration
A Rawat, W Baille, S Tripathy
Engineering Geology 257, 105141, 2019
122019
Hydro-mechanical behaviour of clays: significance of mineralogy
W Baille
Ruhr-Universität Bochum Lehrstuhl für Grundbau, Boden-und Felsmechanik, 2014
122014
Influence of soil fabrics and stress state on the undrained instability of overconsolidated binary granular assemblies
Y Mahmoudi, AC Taiba, L Hazout, W Baille, M Belkhatir
Studia Geotechnica et Mechanica 40 (2), 96-116, 2018
112018
Packing density and overconsolidation ratio effects on the mechanical response of granular soils
Y Mahmoudi, A Cherif Taiba, L Hazout, M Belkhatir, W Baille
Geotechnical and Geological Engineering 38 (1), 723-742, 2020
102020
Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines
A Cherif Taiba, Y Mahmoudi, M Belkhatir, W Baille
Geomechanics and Geoengineering 16 (2), 133-149, 2021
7*2021
Swelling pressures of selected bentonites
W Baille, T Schanz, S Kaufhold, R Dohrmann
72010
Simultaneous thermal analysis of cationic, nonionic and anionic polyacrylamide
A Steudel, F Friedrich, W Lieske, W Baille, D König, R Schuhmann, ...
Heliyon 5 (12), e02973, 2019
62019
Experimental study on the influence of preliminary desiccation on the swelling pressure and hydraulic conductivity of compacted bentonite
LZ Lang, W Baille, S Tripathy, T Schanz
Clay Minerals 53 (4), 733-744, 2018
62018
Swelling behavior of bentonite-based backfilling materials in nuclear waste repository conditions
Y Al-Badran, W Baille, S Tripathy, T Schanz
Journal of Hazardous, Toxic, and Radioactive Waste 21 (1), D4015006, 2017
62017
Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter
Y Mahmoudi, A Cherif Taiba, M Belkhatir, W Baille, T Wichtmann
European Journal of Environmental and Civil Engineering 26 (7), 2869-2897, 2022
52022
Discussion of “Evaluation of the swelling characteristics of bentonite-sand mixtures”
T Schanz, A Rawat, W Baille
Engineering Geology 100 (209), 209-210, 2016
52016
An alternative approach for determining suction of polyethylene glycols for soil testing
W Lieske, S Tripathy, W Baille, T Schanz
Géotechnique Letters 10 (1), 45-49, 2020
42020
EXPERIMENTAL INVESTIGATION OF THE INFLUENCE OF RELATIVE EFFECTIVE DIAMETER ON THE ULTIMATE SHEAR STRENGTH OF PARTIALLY SATURATED GRANULAR SOILS
K Doumi, M Belkhatir, AC Taiba, Y Mahmoudi, W Baille
Acta Geotechnica Slovenica 17 (1), 56-70, 2020
42020
High-density bimodal bentonite blends for hydraulic sealings at the Ibbenbüren coalmine
F Wolters, W Baille, K Emmerich, E Schmidt, C Wolters, F Königer, J Kunz, ...
Clay Minerals 50 (3), 391-403, 2015
42015
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