Model for large strain consolidation with non‐Darcian flow described by a flow exponent and threshold gradient

Long-Term Response of Consolidating Soft Clays around a Pile considering Non-Darcian Flow

(2019) Anumita Mishra et al.   International Journal of Geomechanics

Large-Strain Vacuum-Assisted Consolidation with Non-Darcian Radial Flow Incorporating Varying Permeability and Compressibility

(2017) Buddhima Indraratna et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil

(2017) Chuan-xun Li et al.   Journal of Central South University

Finite Element Analysis of Biot’s Consolidation with a Coupled Nonlinear Flow Model

(2016) Yue-bao Deng et al.   MATHEMATICAL PROBLEMS IN ENGINEERING

CS3: Large Strain Consolidation Model for Layered Soils

(2014) Patrick J. Fox et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Finite-difference model for one-dimensional electro-osmotic consolidation

(2013) Yadong Zhou et al.   COMPUTERS AND GEOTECHNICS

Radial consolidation model incorporating the effects of vacuum preloading and non-Darcian flow

(2013) K. KIANFAR et al.   GEOTECHNIQUE

Model for large strain consolidation under constant rate of strain

(2012) He-Fu Pu et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Enhanced CS2 Model for Large Strain Consolidation

(2011) Patrick J. Fox et al.   International Journal of Geomechanics

Investigation of Consolidation-Induced Solute Transport. II: Experimental and Numerical Results

(2009) Jangguen Lee et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING