[1]
T. Schanz, Aktuelle Forschung in der Bodenmechanik 2018: Tagungsband zur 3. Deutschen Bodenmechanik Tagung - in memoriam Professor Tom Schanz, 1. Aufl. Berlin: Springer-Verlag, 2021.
[2]
W. Lieske, F. Christ, W. Baille, G. Di Emidio, und T. Wichtmann, „Suction and crack propagation in GCLs subjected to drying and wetting in CaCl2-solutions“,
Geotextiles and geomembranes, Bd. 2020, Sep. 2020, doi:
10.1016/j.geotexmem.2020.07.005.
[3]
Y. Mahmoudi, A. Cherif Taiba, L. Hazout, M. Belkhatir, und W. Baille, „Packing density and overconsolidation ratio effects on the mechanical response of granular soils“,
Geotechnical and geological engineering, Bd. 38, Nr. 1, S. 723–742, 2020, doi:
10.1007/s10706-019-01061-2.
[4]
W. Lieske, S. Tripathy, W. Baille, und T. Schanz, „An alternative approach to determine suction of aqueous polyethylene glycols for laboratory testing of unsaturated soils“,
Géotechnique letters, Bd. 9, Nr. 4, S. 1–14, Sep. 2019, doi:
10.1680/jgele.19.00017.
[5]
A. Rawat, W. Baille, und S. Tripathy, „Swelling behavior of compacted bentonite-sand mixture during water infiltration“,
Engineering geology, Bd. 257, Art. Nr. 105141, Juni 2019, doi:
10.1016/j.enggeo.2019.05.018.
[6]
L. Z. Lang, S. Tripathy, W. Baille, T. Schanz, und A. Sridharan, „Linkage between swelling pressure, total suction of saturated bentonites and suction of saturating aqueous solutions“,
Applied clay science, Bd. 171, S. 82–91, Feb. 2019, doi:
10.1016/j.clay.2019.02.007.
[7]
A. C. Taiba, Y. Mahmoudi, L. Hazout, M. Belkhatir, und W. Baille, „Evaluation of hydraulic conductivity through particle shape and packing density characteristics of sand–silt mixtures“,
Marine georesources & geotechnology, Bd. 37, Nr. 10, S. 1175–1187, Jan. 2019, doi:
10.1080/1064119x.2018.1539891.
[8]
W. Lieske, R. Verst, W. Baille, und G. Di Emidio, „Polymer modification of bentonite: impact of molar mass“, in
XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Iceland, 1 – 6 of September 2019, Reykjavík, 2019,
Publiziert. doi:
10.32075/17ecsmge-2019-0475.
[9]
W. Baille, F. Christ, und J. Schmatz, „On the drying behaviour of different clays used for tile production“, in Berichtsband zur 10. CMM Tagung 2019, Ettlingen, 2019, Im Erscheinen.
[10]
L. Z. Lang, W. Baille, S. Tripathy, und T. Schanz, „Experimental study on the influence of preliminary desiccation on the swelling pressure and hydraulic conductivity of compacted bentonite“,
Clay minerals, Bd. 53, Nr. 4, S. 733–744, Dez. 2018, doi:
10.1180/clm.2018.53.
[11]
Y. Mahmoudi, A. C. Taiba, L. Hazout, W. Baille, und M. Belkhatir, „Influence of soil fabrics and stress state on the undrained instability of overconsolidated binary granular assemblies“,
Studies geotechnica et mechanica, Bd. 40, Nr. 2, S. 96–116, Okt. 2018, doi:
10.2478/sgem-2018-0011.
[12]
S. Tripathy und W. Baille, „Hydro-mechanical behaviour of clays: role of physico-chemical force“, gehalten auf der Deutsche Bodenmechanik Tagung, Bochum, 29. Mai 2018, Publiziert.
[13]
M. Schlote, S. Gross-Fengels, S. Lier, W. Baille, und S. C. Frerich, „Industrie 4.0 in Unternehmensstrukturen der deutschen Wirtschaft: Einflussfaktoren und Herausforderungen“, Industrie 4.0 Management, Bd. 33, Nr. 5, S. 44–48, 2017.
[14]
W. Baille, L. Lang, S. Tripathy, und T. Schanz, „Influence of effective stress on swelling pressure of expansive soils“, in
3rd European Conference on Unsaturated Soils - „E-UNSAT 2016“, Paris, Sep. 2016, Bd. 9, S. 1–5. doi:
10.1051/e3sconf/20160914016.
[15]
S. Tripathy, S. Al-Khyat, P. J. Cleall, W. Baille, und T. Schanz, „Soil suction measurement of unsaturated soils with a sensor using fixed-matrix porous ceramic discs“,
Indian geotechnical journal, Bd. 46, Nr. 3 = Special Issue, S. 252–260, 2016, doi:
10.1007/s40098-016-0200-z.
[16]
T. Schanz, M. Goudarzy, N. Rahemi, und W. Baille, „Discussion of “Comparing CPT and Vs Liquefaction Triggering Methods” by P. K. Robertson“,
Journal of geotechnical and geoenvironmental engineering, Bd. 142, Nr. 9, S. 07016017, 2016, doi:
10.1061/(asce)gt.1943-5606.0001527.
[17]
W. Baille, A. Jafari Jebeli, und T. Schanz, „Effect of pore-size distribution on the collapse behaviour of anthropogenic sandy soil deposits“, in
3rd European Conference on Unsaturated Soils - „E-UNSAT 2016“, Paris, 2016, Bd. 9, S. 1–6. doi:
10.1051/e3sconf/20160906004.
[18]
T. Schanz, A. Rawat, und W. Baille, „Discussion of “Evaluation of the swelling characteristics of bentonite-sand mixtures”“,
Engineering geology, Bd. 209, S. 209–210, 2016, doi:
10.1016/j.enggeo.2016.03.004.
[19]
W. Baille und T. Schanz, „Additional repulsive pressures in clays of various mineralogy“, gehalten auf der International conference on clays in natural and engineered barriers for radioactive waste confinement, Brüssel, 23. März 2015, Publiziert.
[20]
W. Baille, S. Tripathy, und T. Schanz, „Influence of effective stress on volume change of unsaturated fine grained soils“, gehalten auf der African conference on computational mechanics, Marrakesch, 7. Januar 2015, Publiziert.
[21]
F. Wolters
u. a., „High-density bimodal bentonite blends for hydraulic sealings at the Ibbenbüren coalmine“,
Clay minerals, Bd. 50, Nr. 3, S. 391–403, 2015, doi:
10.1180/claymin.2015.050.3.11.
[22]
S. Kaufhold, W. Baille, T. Schanz, und R. Dohrmann, „About differences of swelling pressure — dry density relations of compacted bentonites“,
Applied clay science, Bd. 107, S. 52–61, 2015, doi:
10.1016/j.clay.2015.02.002.
[23]
Y. M. H. Al-Badran, W. Baille, S. Tripathy, und T. Schanz, „Swelling behavior of bentonite-based backfilling materials in nuclear waste repository conditions“,
Journal of hazardous, toxic and radioactive waste, Bd. 21, Nr. 1, S. 4015006, 2015, doi:
10.1061/(asce)hz.2153-5515.0000308.
[24]
W. Baille, S. Tripathy, und T. Schanz, „Effective stress in clays of various mineralogy“,
Vadose zone journal, Bd. 13, Nr. 5, 2014, doi:
10.2136/vzj2013.06.0112.
[25]
W. Baille und T. Schanz, „Abschätzung der Verflüssigungsgefährdung im Rahmen des steady-state-line-Konzeptes“, in Beiträge zum 2. Kolloquium Bodenverflüssigung bei Kippen des Lausitzer Braunkohlebergbaus, Freiberg, 2014, S. 137–146.
[26]
W. Baille, T. Schanz, und P. Delage, „Hydro-mechanical behaviour of clays: significance of mineralogy“, Universitätsbibliothek, Ruhr-Universität Bochum, Bochum, 2014.
[27]
W. Baille und T. Schanz, „Permeability of compacted saturated clays from high stress consolidation test“, gehalten auf der International meeting on clays in natural & engineered barriers for radioactive waste confinement, Montpellier, 22. Oktober 2012, Publiziert.
[28]
W. Baille, W. Sandner, G. Sawade, H. Schad, und T. Schanz, „Bodenmechanische Charakterisierung der Scherfestigkeit von Braunkohlen des Mitteldeutschen Reviers“,
Geotechnik, Bd. 35, Nr. 4, S. 245–256, 2012, doi:
10.1002/gete.201200007.
[29]
T. Schanz, W. Baille, und L. Nguyen-Tuan, „Effects of temperature on measurements of soil water content with time domain reflectometry“,
Geotechnical testing journal, Bd. 34, Nr. 1, S. 1–8, 2011, doi:
10.1520/gtj103152.
[30]
W. Baille, S. Tripathy, und T. Schanz, „Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures“,
Applied clay science, Bd. 48, Nr. 3, S. 324–333, 2010, doi:
10.1016/j.clay.2010.01.002.
[31]
W. Baille, T. Schanz, S. Kaufhold, und R. Dohrmann, „Swelling pressure of selected bentonites“, Clays in natural & engineered barriers for radioactive waste confinement. 2010.
[32]
R. Verst, W. Lieske, W. Baille, M. Pulsfort, T. Wichtmann, und W. Baille, „On the applicability of viscosity-based capillary bundle concepts to predict the penetration behaviour of polymer solutions into sand“,
Acta Geotechnica [ISSN: 1861-1125], Bd. 17, Nr. 2, S. 497510, Juni 2021, doi:
10.1007/s11440-021-01225-6.
[33]
A. Cherif Taiba, Y. Mahmoudi, M. Belkhatir, W. Baille, und W. Baille, „Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines“,
Geomechanics and Geoengineering [ISSN: 1748-6025], Bd. 16, Nr. 2, S. 133149, Aug. 2019, doi:
10.1080/17486025.2019.1648881.
[34]
A. Steudel
u. a., „Simultaneous thermal analysis of cationic, nonionic and anionic polyacrylamide“,
Heliyon, Bd. 5, Nr. 12, Art. Nr. e02973, Dez. 2019, doi:
10.1016/j.heliyon.2019.e02973.
[35]
T. Kayser, W. Baille, M. Tafili, und T. Wichtmann, „Coupled hydro-mechanical behaviour of a Kaolin Clay in the context of the geothermal use of geotechnical structures“, in
8th International Conference on Unsaturated Soils (UNSAT 2023), Milos, Apr. 2023, Bd. 382. doi:
10.1051/e3sconf/202338223002.
[36]
A. Rawat, W. Baille, S. Tripathy, T. Schanz, und W. Baille, „A Column-Type Experimental Device for Investigating Coupled Thermo-Hydro-Mechanical Behavior of Expansive Soils“,
Geotechnical Testing Journal [ISSN: 0149-6115], Bd. 44, Nr. 6, S. 15591576, Juli 2021, doi:
10.1520/gtj20180192.
[37]
Y. Mahmoudi, A. Cherif Taiba, M. Belkhatir, W. Baille, und T. Wichtmann, „Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter“,
European journal of environmental and civil engineering, Bd. 26, Nr. 7, S. 2869–2897, Juli 2020, doi:
10.1080/19648189.2020.1775708.
[38]
A. Rawat, L. Lang, W. Baille, A.-C. Dieudonne, und F. Collin, „Coupled hydro-mechanical analysis of expansive soils: Parametric identification and calibration“,
Journal of rock mechanics and geotechnical engineering, Bd. 12, Nr. 3, S. 620–629, Juni 2020, doi:
10.1016/j.jrmge.2019.12.013.
[39]
A. Steudel
u. a., „Equimolar cation exchange of polyacrylamide in smectite“,
Applied clay science, Bd. 188, Art. Nr. 105501, Apr. 2020, doi:
10.1016/j.clay.2020.105501.
[40]
A. C. Taiba, Y. Mahmoudi, L. Hazout, W. Baille, und M. Belkhatir, „Effects of gradation on the mobilized friction angle for the instability and steady states of sand-silt mixtures: experimental evidence“,
ACTA GEOTECHNICA SLOVENICA, Bd. 16, Nr. 1, S. 7995, Jan. 2019, doi:
10.18690/actageotechslov.16.1.79-95.2019.