English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Tools annual

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools monthly

Global: Zendy Plus monthly

Presents the access of premium content as premium feature

Premium Content

Global: Zendy Plus annual

Global: Zendy Free Plan

Two types of pervious concrete are used to form small-scale specimens, which are subjected to fatigue loading. The first type is produced with a gap-grading of natural aggregates; the second type is produced with monosized spherical aggregates. Loading is applied via constant amplitude displacement cycles and reduction in specimen compliance is monitored. Loading is stopped at various stages prior to specimen failure to enable the investigation of damage progression using dye impregnation techniques. The second type of pervious concrete, based on spherical aggregates, lends itself to computer modeling. With respect to the aggregate positions, a one-to-one correspondence is sought between the experimental and numerical models. With further developments, this combined use of physical and numerical experimentation will provide insight into the roles of paste distribution and the interface phase on pervious concrete performance under fatigue loading.

Fatigue-induced fracture of pervious concrete: physical and numerical experimentation