Influence of pore water pressure change on consolidation behavior of saturated poroelastic medium

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Location: Deutsche Nationalbibliothek Frankfurt am Main

Extent: Online-Ressource

Language: Englisch

Bibliographic citation: Influence of pore water pressure change on consolidation behavior of saturated poroelastic medium ; volume:382 ; year:2020 ; pages:375-379
Proceedings of the International Association of Hydrological Sciences / International Association of Hydrological Sciences ; 382 (2020), 375-379

Creator: Yeh, Chao-Lung
Lo, Wei-Cheng
Lin, Cheng-Wei
Ding, Chung-Feng

DOI: 10.5194/piahs-382-375-2020

URN: urn:nbn:de:101:1-2020042305433907101955

Rights: Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.

Last update: 14.08.2025, 10:55 AM CEST

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Yeh, Chao-Lung
Lo, Wei-Cheng
Lin, Cheng-Wei
Ding, Chung-Feng

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Bio‐Inspired Hydro‐Pressure Consolidation of Silica

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Soil consolidation acoustic experiment and pore pressure prediction model establishment—taking the Yingqiong Basin as an example

Microplastics effects on wettability, pore sizes and saturated hydraulic conductivity of a loess topsoil

Simulation of Permeation of Saturated Cement Paste Based on a New Meso-scale Pore Network Model

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Shear strength and meso-pore characteristic of saturated compacted loess

Investigating pore to pore exchange in systems saturated with water and oil

Experimental study on microstructure characteristics of saturated remolded cohesive soil during consolidation

Field monitoring of pore water pressure in fully and partly saturated debris flows at Ohya landslide scar, Japan

Bio‐Inspired Hydro‐Pressure Consolidation of Silica

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Soil consolidation acoustic experiment and pore pressure prediction model establishment—taking the Yingqiong Basin as an example

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Simulation of Permeation of Saturated Cement Paste Based on a New Meso-scale Pore Network Model

Effect of Pore Pressure on Strain Rate-Dependency of Coal

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Influence of pore water pressure change on consolidation behavior of saturated poroelastic medium

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Other Objects (12)

State-of-the-Art Review on Determining One-Dimensional Consolidation Parameters Based on Compression and Distribution of Pore Water Pressure: Coefficient of Consolidation (cv), End of Primary (EOP) Consolidation

Shear strength and meso-pore characteristic of saturated compacted loess

Investigating pore to pore exchange in systems saturated with water and oil

Experimental study on microstructure characteristics of saturated remolded cohesive soil during consolidation

Field monitoring of pore water pressure in fully and partly saturated debris flows at Ohya landslide scar, Japan

Bio‐Inspired Hydro‐Pressure Consolidation of Silica

Investigation of Different Throat Concepts for Precipitation Processes in Saturated Pore-Network Models

Experimental insights into consolidation rates during one-dimensional loading with special reference to excess pore water pressure

Soil consolidation acoustic experiment and pore pressure prediction model establishment—taking the Yingqiong Basin as an example

Microplastics effects on wettability, pore sizes and saturated hydraulic conductivity of a loess topsoil

Simulation of Permeation of Saturated Cement Paste Based on a New Meso-scale Pore Network Model

Effect of Pore Pressure on Strain Rate-Dependency of Coal

State-of-the-Art Review on Determining One-Dimensional Consolidation Parameters Based on Compression and Distribution of Pore Water Pressure: Coefficient of Consolidation (cv), End of Primary (EOP) Consolidation

Shear strength and meso-pore characteristic of saturated compacted loess

Investigating pore to pore exchange in systems saturated with water and oil

Experimental study on microstructure characteristics of saturated remolded cohesive soil during consolidation

Field monitoring of pore water pressure in fully and partly saturated debris flows at Ohya landslide scar, Japan

Bio‐Inspired Hydro‐Pressure Consolidation of Silica

Investigation of Different Throat Concepts for Precipitation Processes in Saturated Pore-Network Models

Experimental insights into consolidation rates during one-dimensional loading with special reference to excess pore water pressure

Soil consolidation acoustic experiment and pore pressure prediction model establishment—taking the Yingqiong Basin as an example

Microplastics effects on wettability, pore sizes and saturated hydraulic conductivity of a loess topsoil

Simulation of Permeation of Saturated Cement Paste Based on a New Meso-scale Pore Network Model

Effect of Pore Pressure on Strain Rate-Dependency of Coal

State-of-the-Art Review on Determining One-Dimensional Consolidation Parameters Based on Compression and Distribution of Pore Water Pressure: Coefficient of Consolidation (cv), End of Primary (EOP) Consolidation

Shear strength and meso-pore characteristic of saturated compacted loess

Investigating pore to pore exchange in systems saturated with water and oil

Experimental study on microstructure characteristics of saturated remolded cohesive soil during consolidation

Field monitoring of pore water pressure in fully and partly saturated debris flows at Ohya landslide scar, Japan

Bio‐Inspired Hydro‐Pressure Consolidation of Silica

Investigation of Different Throat Concepts for Precipitation Processes in Saturated Pore-Network Models

Experimental insights into consolidation rates during one-dimensional loading with special reference to excess pore water pressure

Soil consolidation acoustic experiment and pore pressure prediction model establishment—taking the Yingqiong Basin as an example

Microplastics effects on wettability, pore sizes and saturated hydraulic conductivity of a loess topsoil

Simulation of Permeation of Saturated Cement Paste Based on a New Meso-scale Pore Network Model

Effect of Pore Pressure on Strain Rate-Dependency of Coal

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