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Ditemukan 2 dari pencarian Anda melalui kata kunci: author="Schanz, Tom."
cover
Unsaturated Soils: Numerical and Theoretical Approaches
Komentar Bagikan
Schanz, Tom.

Theoretical Approaches -- Conservation laws for three-phase partially saturated granular media -- Thermally-induced pore pressure generation in a nearly-saturated cementitious material -- Strain localisation simulation in non-isothermal multiphase geomaterials -- Non-linear behaviour in the deformation and localization analysis of unsaturated soil -- A process-oriented approach to compute THM p…

Edisi
1st ed.
ISBN/ISSN
9783540267379
Deskripsi Fisik
IX, 369 p.online resource.
Judul Seri
-
No. Panggil
-
cover
Unsaturated Soils: Experimental Studies
Komentar Bagikan
Schanz, Tom.

Hydraulic Behaviour -- Laboratory Experiments and Simulations on the Significance of Non-Equilibrium Effect in the Capillary Pressure-Saturation Relationship -- Determination of hydro-mechanical Properties of Sand -- Column test apparatus for the inverse estimation of soil hydraulic parameters under defined stress condition -- Water permeability of unsaturated compacted kaolin -- Moisture reten…

Edisi
1st ed.
ISBN/ISSN
9783540267362
Deskripsi Fisik
XIII, 533 p.online resource.
Judul Seri
-
No. Panggil
-