000012900 001__ 12900
000012900 005__ 20160920162654.0
000012900 04107 $$aeng
000012900 046__ $$k2016-09-05
000012900 100__ $$aBaykal, G.
000012900 24500 $$aSoil-structure interface studies for offshore piles

000012900 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012900 260__ $$bTaylor and Francis Group, London, UK
000012900 506__ $$arestricted
000012900 520__ $$2eng$$aThe effect of different salinity sedimentation environments on marine clay-pile interface and the effect of particle crushing on marine sand—pile interface are presented with two laboratory studies. Kaolinite is consolidated under different salinity values representing the range for Black Sea to Red Sea and split samples of clay and concrete are subjected to interface direct shear tests. The same concrete pile has nearly twenty per cent higher shaft capacity in higher salinity when compared to that of at lower salinity. Cold bonding palletization technique is used to manufacture crushable artificial sand from fly ash with similar behavior of calcareous sand. Interface direct shear tests are conducted on split samples of concrete and pellets. Mechanical sieving is conducted before and after the shearing to quantify the crushing. At low normal stresses The dilative behavior at low stress levels during shear is inhibited due to particle crushing.

000012900 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012900 653__ $$a

000012900 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012900 720__ $$aBaykal, G.
000012900 8560_ $$ffischerc@itam.cas.cz
000012900 8564_ $$s862533$$uhttps://invenio.itam.cas.cz/record/12900/files/348.pdf$$yOriginal version of the author's contribution as presented on CD, 348.pdf.
000012900 962__ $$r12552
000012900 980__ $$aPAPER