Results 261 to 270 of about 75,520 (349)

ANALYSIS OF HYDRAULIC FRACTURING INJECTION AT HIJIORI HOT DRY ROCK SITE BY MBC MODEL

open access: bronze, 2000
Masataka Sawada   +3 more
openalex   +2 more sources

Three‐Dimensional Model for Consolidation‐Induced Solute Transport in a Nearly Saturated Porous Medium

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT Understanding solute transport in heterogeneous porous media under variable loading is essential for effective pollution mitigation. However, most existing studies rely on one‐ or two‐dimensional simplifications, limiting their capacity to capture three‐dimensional stress–transport interactions.
Bolin Wang, Dong‐Sheng Jeng
wiley   +1 more source

Modelling Wetting Collapse, Failure and Deposition of an Unsaturated Slope With Material Point Method

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT The paper presents the modelling of unsaturated soils with the material point method (MPM), including the effect of wetting leading to the loss of strength and the volumetric collapse. The elastoplastic Clay and Sand Model (CASM) extended to unsaturated conditions, formulated in terms of Bishop's stress and suction, has been implemented in an ...
Gaia Di Carluccio   +3 more
wiley   +1 more source

EVALUATION OF SCALE EFFECTS ON HYDRAULIC CHARACTERISTICS OF FRACTURED ROCK USING FRACTURE NETWORK MODEL

open access: bronze, 2001
Yuji Ijiri   +6 more
openalex   +2 more sources

Using H‐Convergence to Calculate the Numerical Errors for 1D Unsaturated Seepage in Transient Conditions

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT Numerical modeling plays a pivotal role in understanding transient unsaturated flow, which is critical for applications such as groundwater recharge, stormwater management, and contaminant transport. This study investigates the effect of time step refinement on numerical solutions for a vertical infiltration 1D test in a vertical column. First,
Arij Krifa, Robert P. Chapuis
wiley   +1 more source

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