Preferred Language
Sort By
Filters
Filter
Publication
Publication Date
Indexed In
Publication Date
Sun Sep 28 2025
Journal Name
Polymers
Characterization of a Hydrogel Composite Containing Bioactive Moringa as a Novel Pulp-Capping Material
...Show More Authors

Hydrogels are hydrophilic biocompatible polymers that can be used as a drug delivery material in different medical branches, including vital pulp therapy. The aim of this study is to characterize the physical and biological properties of the newly developed formula as a candidate direct pulp-capping material. The hydrogel composite was prepared from natural and synthetic origins (polyvinyl alcohol (PVA), hyaluronic acid (HA), and sodium alginate (SA)) with the incorporation of bioactive Moringa. Different formulas of hydrogel containing different concentrations were evaluated for physicochemical (FTIR, XRD, SEM, degradation, and swelling), mechanical (viscosity, folding endurance, film thickness), and biological (antioxidant, antibacterial,

... Show More
View Publication
Scopus Crossref
Publication Date
Tue Dec 22 2020
Journal Name
Lecture Notes In Civil Engineering
Experimental and Numerical Analysis of an Existing Single Pile Movement Due to Tunneling in Sandy Soil
...Show More Authors

View Publication
Crossref (1)
Scopus Crossref
Publication Date
Fri Jun 28 2019
Journal Name
Studia Geotechnica Et Mechanica
Effect of Tunnel Progress on the Settlement of Existing Piled Foundation
...Show More Authors
Abstract<p>Tunnel construction below or adjacent to piles will affect the performance and eventually the stability of piles due to ground deformation resulting in the movement of piles and changes in the axial force distribution along the piles. A three dimensional finite element analysis using PLAXIS 3D (2013) was performed to study the behaviour of a single pile and 3 x 3 piles group during the advancement of shield tunnelling in ground. The 10-node tetrahedral elements were used to model both the soil and the tunnel lining. The Hardening Soil (HS) model was used to simulate the soil structure interaction at the tunnel-soil interface. An isotropic elastic model was used for the pile, piles </p> ... Show More
View Publication
Scopus (24)
Crossref (24)
Scopus Crossref