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 Plus annual

Presents the access of premium content as premium feature

Premium Content

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 annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

A finite element model is established using MIDAS GTS NX 2018 software, in order to simulate the behavior of aninstrumented large diameter bored pile, installed in multi layered soil and tested under three different loading andunloading cycles at Damietta Port Grain Silos project site. Modified Mohr-Coulomb constitutive model has been usedto define the drained condition for sandy soil layers and undrained condition for clayey soil layers. Necessary soilparameters were determined from extensive laboratory and in-situ soil tests. Numerical results are compared withfield loading test measurements and very good agreement is obtained. The effect of dilatancy angle on pile loadtransfer mechanism was investigated, and results of the study showed important effect for the dilatancy angle on thepile settlement values and the load distribution along the pile shaft. Results obtained also showed that the plasticzone below the base of the pile at failure extended laterally to about seven times the pile diameter and vertically toabout 5 times the pile diameter.

Numerical Analysis of Large Diameter Bored Pile Installed in Multi Layered Soil: A Case Study of Damietta Port New Grain Silos Project