Results 71 to 80 of about 169,138 (210)

Foam used during EPB tunnelling in saturated sand, parameters determining foam consumption [PDF]

, 2012
The amount of foam injected during drilling with an EPB-shield in saturated sand is quite often based on experience and/or empiric relations. A method is presented in to calculate the amount of foam needed to create a muck with limited or no grain stress.
Bezuijen, Adam
core   +1 more source

2D approach for modelling self-potential anomalies. Application to synthetic and real data [PDF]

, 2017
The aim of this work is to present a 2-D Matlab code based on the finite element method for providing numerical modelling of both groundwater flow and self-potential signals.
Cardarelli, E., Oliveti, I.
core   +1 more source

Preconditioning and triggering of offshore slope failures and turbidity currents revealed by most detailed monitoring yet at a fjord-head delta [PDF]

, 2016
Rivers and turbidity currents are the two most important sediment transport processes by volume on Earth. Various hypotheses have been proposed for triggering of turbidity currents offshore from river mouths, including direct plunging of river discharge,
Cartigny, Matthieu J.B., Clare, Michael A., Hughes Clarke, John E., Pratomo, D. G., Talling, Peter J.   +4 more
core   +1 more source

Behavior of Nonplastic Silty Soils under Cyclic Loading

The Scientific World Journal, 2014
The engineering behavior of nonplastic silts is more difficult to characterize than is the behavior of clay or sand. Especially, behavior of silty soils is important in view of the seismicity of several regions of alluvial deposits in the world, such as ...
Nazile Ural, Zeki Gunduz
doaj   +1 more source

Illuminating hydrological processes at the soil-vegetation-atmosphere interface with water stable isotopes [PDF]

, 2016
Funded by DFG research project “From Catchments as Organised Systems to Models based on Functional Units” (FOR 1Peer reviewedPublisher PDFPublisher ...
Adomako, Ali, Allen, Allen, Allison, Allison, Allison, Ambach, Anderson, Araguás-Araguás, Asano, Asbjornsen, Bachmann, Barbeta, Bariac, Barnes, Bayala, Bengtsson, Berman, Berry, Bertrand, Beven, Beyer, Beyer, Bijoor, Birkel, Birkel, Blume, Botter, Boutton, Bowen, Bowen, Bowen, Brandes, Braud, Brinkmann, Brodersen, Brooks, Brooks, Brooks, Brooks, Burger, Cheng, Clark, Comas-Bru, Coplen, Craig, Craig, Craig, Cui, Cui, Cui, Dai, Dansgaard, Darling, David, Dawson, Dawson, DeWalle, DeWalle, DeWalle, Dincer, Dubbert, Dubbert, Dubbert, Dutton, Eggemeyer, Ehleringer, Ehleringer, Eichler, Ellsworth, Ellsworth, Emerman, Evaristo, Fairburn, Ferretti, Fujimoto, Gaj, Gangi, Garvelmann, Gat, Gat, Gazis, Gehrels, Geris, Gibson, Goldsmith, Gonfiantini, Gonfiantini, Gonfiantini, Good, Gralher, Hannes Leistert, Hao, Hargreaves, Herbstritt, Holland, Hopmans, Horita, Horton, Hrachowitz, Hsieh, Hu, Huang, Hursh, Ikawa, Ingraham, Jackson, Jasechko, Jia, Kabeya, Kabeya, Katharina Gimbel, Kelln, Kendall, Kendall, Kendall, Kim, Klaus, Klaus, Kline, Koeniger, Koeniger, Koeniger, Koeniger, Komor, Kool, Kudo, Kulmatiski, Kulmatiski, Kurz-Besson, Lai, Landon, Landon, Landwehr, Landwehr, Le Roux, Leaney, Lee, Lee, Leibundgut, Leng, Leopoldo, Lin, Lindström, Liu, Liu, Liu, Liu, Lutz, M., Majoube, Mali, Mali, Maloszewski, Markus Weiler, Mathieu, Matthias Sprenger, McCole, McDonnell, McDonnell, McDonnell, McDonnell, McDonnell, McGuire, McGuire, McGuire, McGuire, McGuire, McMillan, Meinzer, Meinzer, Meißner, Mensforth, Moore, Moreira, Mueller, Murad, Murad, Muñoz-Villers, Münnich, Münnich, O'Driscoll, Oerter, Ogle, Ogle, Ohte, Orlowski, Orlowski, Orlowski, Orlowski, Oshun, Palacio, Pangle, Pangle, Parnell, Penman, Penman, Penna, Peralta-Tapia, Phillips, Pionke, Revesz, Richards, Rinaldo, Robertson, Rodhe, Rong, Rose, Rossatto, Rossatto, Rothfuss, Rothfuss, Rozanski, Sami, Saxena, Schlaepfer, Scholl, Schwendenmann, Seiler, Simonin, Simpson, Singleton, Snyder, Soderberg, Song, Song, Soulsby, Sprenger, Sprenger, Sprenger, Sprenger, Stanhill, Stewart, Stumpp, Stumpp, Stumpp, Stumpp, Stumpp, Stumpp, Stumpp, Sun, Sutanto, Swaffer, Tang, Tetzlaff, Thomas, Timbe, Timbe, Treydte, Twining, Vanderborght, Vereecken, Vitvar, Vogel, Volkmann, Volkmann, Volkmann, Wang, Wang, Wang, Wang, Wassenaar, Wei, Welker, Wenner, Wenninger, Wershaw, Wessolek, West, West, White, White, Williams, Windhorst, Windhorst, Xu, Yeh, Zhang, Zhang, Zhang, Zhou, Zhou, Zhou, Zhu, Zimmermann, Zimmermann, Zimmermann   +287 more
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Criteria for rapid sliding I.: a review of Vaiont case [PDF]

, 2010
Vaiont slide has been represented by a model of two interacting evolutive wedges. Mass conservation during the motion implies that the upper wedge transfers mass to the lower one through an internal shearing plane.
Alonso Pérez de Agreda, Eduardo, Pinyol Puigmartí, Núria Mercè   +1 more
core   +2 more sources

Excess Pore Pressure Migration Analysis Due to High Embankment Construction – Case Study East Kalimantan

Journal of the Civil Engineering Forum
A 42-inch pipeline traverses a predominantly flat right-of-way (ROW), running from south to north in East Kalimantan. Adjacent to the ROW, a coal mine concession was located on the western side, while the Mahakam River lies a further 3 km to the east. A
Edwin Lie, Paulus Pramono Rahardjo, Martin Wijaya   +2 more
doaj   +1 more source

Ion-exchange hollow fibers [PDF]

, 1976
An ion-exchange hollow fiber is prepared by introducing into the wall of the fiber polymerizable liquid monomers, and polymerizing the monomers therein to form solid, insoluble, crosslinked, ion-exchange resin particles which embed in the wall of the ...
Klein, E., Rembaum, A., Yen, S. P. S.
core   +1 more source

Imaging spontaneous imbibition in full Darcy‐scale samples at pore‐scale resolution by fast X‐ray tomography [PDF]

, 2019
Spontaneous imbibition is a process occurring in a porous medium which describes wetting phase replacing nonwetting phase spontaneously due to capillary forces.
Bartels, W. B., Berg, S., Boone, M., Bultreys, T., Cnudde, V., Environmental hydrogeology, Hassanizadeh, S. M., Hydrogeology, Mahani, H., Rücker, M.   +9 more
core   +2 more sources

Initial Distribution of Average Excess Pore Water Pressure Due to a Trapezoidal Load

Soils and Foundations, 1974
A numerical integration procedure is used to evaluate the equations which give the initial distribution of excess pore water pressure in a subsoil due to a trapezoidal surface load, such as a highway embankment, and a series of curves are provided for a broad range of geometrical variations.
Peter K. Krugmann, Raymond J. Krizek
openaire   +2 more sources