UB Paderborn / Katalog / Suche / in CDI

Sortiert nach

Einfacher Volltextzugriff von (fast) überall

Installieren Sie die LibKey Nomad-Browsererweiterung und erhalten Sie von vielen Webseiten einfachen Zugriff auf lizenzierte Volltexte oder Open Access Publikationen. Mehr erfahren...

Robust methods to estimate large-strain consolidation parameters from column experiments

Canadian geotechnical journal, 2020, Vol.57 (5), p.683-705

2020

Volltextzugriff (PDF)

Hydro-mechanical coupling effect on surficial layer stability of unsaturated expansive soil slopes

Computers and geotechnics, 2015-10, Vol.70, p.68-82

2015

Volltextzugriff (PDF)

An FFT‐based Galerkin method for the effective permeability of porous material

International journal for numerical methods in engineering, 2022-10, Vol.123 (20), p.4893-4915

2022

Volltextzugriff (PDF)

Infrared image-based identification method for the gradation of rock grains using heating characteristics

Construction & building materials, 2020-12, Vol.264, p.120216, Article 120216

2020

Volltextzugriff (PDF)

Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope

Computers and geotechnics, 2016-06, Vol.76, p.154-169

2016

Volltextzugriff (PDF)

Simulating Hydraulic and Mechanical Responses of Unsaturated Expansive Soil Slope to Rainfall: Case Study

International journal of geomechanics, 2018-06, Vol.18 (6)

2018

Volltextzugriff (PDF)

Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large-strain consolidation

Géotechnique, 2020-06, Vol.70 (6), p.518-537

2020

Volltextzugriff (PDF)

Integration of Terrestrial Laser Scanning and NURBS Modeling for the Deformation Monitoring of an Earth-Rock Dam

Sensors (Basel, Switzerland), 2018-12, Vol.19 (1), p.22

2018

Volltextzugriff (PDF)

As-Built Inventory and Deformation Analysis of a High Rockfill Dam under Construction with Terrestrial Laser Scanning

Sensors (Basel, Switzerland), 2022-01, Vol.22 (2), p.521

2022

Volltextzugriff (PDF)

Evaluating slope stability with 3D limit equilibrium technique and its application to landfill in China

Engineering geology, 2021-01, Vol.280, p.105939, Article 105939

2021

Volltextzugriff (PDF)

Probabilistic analysis of one-dimensional large-deformation consolidation considering permeability relationship's variability

Engineering geology, 2024-03, Vol.331, p.107451, Article 107451

2024

Volltextzugriff (PDF)

Deformation and stability analyses of a near-dam rocky slope and its potential landslide-generated wave threats

Quarterly journal of engineering geology and hydrogeology, 2022-05, Vol.55 (2)

2022

Volltextzugriff (PDF)

Experimental study of erodible bed scoured by the debris flow in the narrow-steep gully

Scientific reports, 2023-09, Vol.13 (1), p.14894-14894, Article 14894

2023

Volltextzugriff (PDF)

Analysis of Slope Stability in Unsaturated Expansive Soil: A Case Study

Frontiers in earth science (Lausanne), 2019-11, Vol.7

2019

Volltextzugriff (PDF)

Discussion of “From saturated to unsaturated conditions and vice versa” by Martí Lloret-Cabot, Simon J. Wheeler, Jubert A. Pineda, Enrique Romero, and Daichao Sheng (https://doi.org/10.1007/s11440-017-0577-6)

Acta geotechnica, 2018-04, Vol.13 (2), p.489-491

2018

Volltextzugriff (PDF)

Abrasion-Resistant and Temperature Control of Lining Concrete for Large-Sized Spillway Tunnels

Applied sciences, 2020-11, Vol.10 (21), p.7614

2020

Volltextzugriff (PDF)

Spatiotemporal Evolution of Earthquakes in Longmenshan Fault and Adjacent Area, before and after the 2008 Wenchuan Earthquake

Shock and vibration, 2021, Vol.2021 (1)

2021

Volltextzugriff (PDF)

Discrimination of debris flow in narrow-steep type and wide-gentle type gullies in Wenchuan meizoseismal area

Frontiers in earth science (Lausanne), 2023-01, Vol.10

2023

Volltextzugriff (PDF)

Incorporation of three different creep models into large-strain consolidation analysis of a clayey tailings deposit

Computers and geotechnics, 2023-09, Vol.161, p.105533, Article 105533

2023

Volltextzugriff (PDF)

Estimation of the Variation of Matric Suction with Respect to Depth in a Vertical Unsaturated Soil Trench Associated with Rainfall Infiltration

E3S Web of Conferences, 2016, Vol.9, p.15003

2016

Volltextzugriff (PDF)

Piecewise-Linear Formulation of Coupled Large-Strain Consolidation and Unsaturated Flow. I: Model Development and Implementation

Journal of geotechnical and geoenvironmental engineering, 2017-07, Vol.143 (7)

2017

Volltextzugriff (PDF)

A New Method for the Compaction Quality Inspection of High Rockfill Dams Based on 3D Laser Scanning Technology

Structural control and health monitoring, 2024, Vol.2024 (1)

2024

Volltextzugriff (PDF)

Large-deformation consolidation models of saturated–unsaturated materials under self-weight and evaporation

Journal of hydrology (Amsterdam), 2023-02, Vol.617, p.129130, Article 129130

2023

Volltextzugriff (PDF)

New method for determining the permeability function parameters of soft soils considering synchronous sedimentation and consolidation

Computers and geotechnics, 2020-11, Vol.127, p.103781, Article 103781

2020

Volltextzugriff (PDF)

Piecewise-Linear Formulation of Coupled Large-Strain Consolidation and Unsaturated Flow. II: Testing and Performance

Journal of geotechnical and geoenvironmental engineering, 2017-07, Vol.143 (7)

2017

Volltextzugriff (PDF)

1 – 25 von 40

Suche als RSS-Feed

Suchergebnisse filtern

Filter anzeigen

Nur zeigen

Geprüft (Peer-Review)
(38)
Mit Volltextzugriff
(33)

Publikationsform

Sprache

Englisch
(40)
Japanisch
(4)

Erscheinungsjahr

n.n

Thema

15 weitere anzeigen...

Weniger anzeigen...

Zeitschrift / Serie

5 weitere anzeigen...

Weniger anzeigen...

Neu hinzugefügt

... seit 90 Tagen
(1)

Menü

Weitere Dienste

Einstellungen

Robust methods to estimate large-strain consolidation parameters from column experiments

Hydro-mechanical coupling effect on surficial layer stability of unsaturated expansive soil slopes

An FFT‐based Galerkin method for the effective permeability of porous material

Infrared image-based identification method for the gradation of rock grains using heating characteristics

Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope

Simulating Hydraulic and Mechanical Responses of Unsaturated Expansive Soil Slope to Rainfall: Case Study

Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large-strain consolidation

Integration of Terrestrial Laser Scanning and NURBS Modeling for the Deformation Monitoring of an Earth-Rock Dam

As-Built Inventory and Deformation Analysis of a High Rockfill Dam under Construction with Terrestrial Laser Scanning

Evaluating slope stability with 3D limit equilibrium technique and its application to landfill in China

Probabilistic analysis of one-dimensional large-deformation consolidation considering permeability relationship's variability

Deformation and stability analyses of a near-dam rocky slope and its potential landslide-generated wave threats

Experimental study of erodible bed scoured by the debris flow in the narrow-steep gully

Analysis of Slope Stability in Unsaturated Expansive Soil: A Case Study

Discussion of “From saturated to unsaturated conditions and vice versa” by Martí Lloret-Cabot, Simon J. Wheeler, Jubert A. Pineda, Enrique Romero, and Daichao Sheng (https://doi.org/10.1007/s11440-017-0577-6)

Abrasion-Resistant and Temperature Control of Lining Concrete for Large-Sized Spillway Tunnels

Spatiotemporal Evolution of Earthquakes in Longmenshan Fault and Adjacent Area, before and after the 2008 Wenchuan Earthquake

Discrimination of debris flow in narrow-steep type and wide-gentle type gullies in Wenchuan meizoseismal area

Incorporation of three different creep models into large-strain consolidation analysis of a clayey tailings deposit

Estimation of the Variation of Matric Suction with Respect to Depth in a Vertical Unsaturated Soil Trench Associated with Rainfall Infiltration

Piecewise-Linear Formulation of Coupled Large-Strain Consolidation and Unsaturated Flow. I: Model Development and Implementation

A New Method for the Compaction Quality Inspection of High Rockfill Dams Based on 3D Laser Scanning Technology

Large-deformation consolidation models of saturated–unsaturated materials under self-weight and evaporation

New method for determining the permeability function parameters of soft soils considering synchronous sedimentation and consolidation

Piecewise-Linear Formulation of Coupled Large-Strain Consolidation and Unsaturated Flow. II: Testing and Performance

Suchergebnisse filtern