![Materials | Free Full-Text | Method of Iterative Determination of the Polarized Area of Steel Reinforcement in Concrete Applied in the EIS Measurements Materials | Free Full-Text | Method of Iterative Determination of the Polarized Area of Steel Reinforcement in Concrete Applied in the EIS Measurements](https://www.mdpi.com/materials/materials-15-03274/article_deploy/html/images/materials-15-03274-g001.png)
Materials | Free Full-Text | Method of Iterative Determination of the Polarized Area of Steel Reinforcement in Concrete Applied in the EIS Measurements
![Full article: Effect of Pre-Hole Filled with High-Damping Material on the Inelastic Response Spectrum of Integral Abutment Bridges Full article: Effect of Pre-Hole Filled with High-Damping Material on the Inelastic Response Spectrum of Integral Abutment Bridges](https://www.tandfonline.com/cms/asset/c716c22e-a08f-4831-b480-e0109cdb64cb/ueqe_a_2136790_f0002_oc.jpg)
Full article: Effect of Pre-Hole Filled with High-Damping Material on the Inelastic Response Spectrum of Integral Abutment Bridges
![Applied Sciences | Free Full-Text | Horizontally Layered and Vertically Encased Geosynthetic Reinforced Stone Column: An Experimental Analysis Applied Sciences | Free Full-Text | Horizontally Layered and Vertically Encased Geosynthetic Reinforced Stone Column: An Experimental Analysis](https://www.mdpi.com/applsci/applsci-13-08660/article_deploy/html/images/applsci-13-08660-g004.png)
Applied Sciences | Free Full-Text | Horizontally Layered and Vertically Encased Geosynthetic Reinforced Stone Column: An Experimental Analysis
![Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces](https://www.mdpi.com/applsci/applsci-13-03629/article_deploy/html/images/applsci-13-03629-g019a-550.jpg)
Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces
![TC - Relations - Mapping snow depth in alpine terrain with unmanned aerial systems (UASs): potential and limitations TC - Relations - Mapping snow depth in alpine terrain with unmanned aerial systems (UASs): potential and limitations](https://nhess.copernicus.org/articles/23/2895/2023/nhess-23-2895-2023-avatar-web.png)
TC - Relations - Mapping snow depth in alpine terrain with unmanned aerial systems (UASs): potential and limitations
![Energies | Free Full-Text | A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling Energies | Free Full-Text | A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling](https://www.mdpi.com/energies/energies-15-09432/article_deploy/html/images/energies-15-09432-g007-550.jpg)
Energies | Free Full-Text | A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling
![Energies | Free Full-Text | A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling Energies | Free Full-Text | A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling](https://www.mdpi.com/energies/energies-15-09432/article_deploy/html/images/energies-15-09432-g008.png)
Energies | Free Full-Text | A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling
![Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12 Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12](https://ascelibrary.org/cms/10.1061/(ASCE)GT.1943-5606.0002161/asset/c0b39d71-2ce7-436d-a115-a4d3944dd503/assets/images/large/figure14.jpg)
Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12
![A kinematic model for the Grampian Orogeny, Scotland | Geological Society, London, Special Publications A kinematic model for the Grampian Orogeny, Scotland | Geological Society, London, Special Publications](https://www.lyellcollection.org/cms/10.1144/SP390.23/asset/ccca57ca-f8ca-4007-a836-ec8aada636f0/assets/images/large/sp390-644f23.jpg)
A kinematic model for the Grampian Orogeny, Scotland | Geological Society, London, Special Publications
![Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces](https://pub.mdpi-res.com/applsci/applsci-13-03629/article_deploy/html/images/applsci-13-03629-g004.png?1678619374)
Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces
![Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12 Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12](https://ascelibrary.org/cms/10.1061/(ASCE)GT.1943-5606.0002161/asset/972cc3ff-ce35-48f7-a730-ad4315c73173/assets/images/large/figure13.jpg)
Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12
![Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces](https://pub.mdpi-res.com/applsci/applsci-13-03629/article_deploy/html/images/applsci-13-03629-g006.png?1678619408)