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

In this study, the settlement problem in Ilgın district, which has high groundwater level at the northwest of Konya and is widely clay, is investigated. In order to determine the settlement characteristics of the investigated area, a research pit was opened at different points and drilling and UD samples were taken. Experiments were conducted on these soil samples. The compaction index (Cc), the compaction index (Cr), the consolidation coefficient (Cv) and the consolidation settlement were calculated according to the results of the consolidation test applied to the samples consisting mostly of clay and thin soil materials. As a result, it was determined that the ground water level and the consolidation of soils were effective in the deformations observed in the buildings in Ilgın settlement area.

Consolidation Problem on the Clayey Soil With Containing High Groundwater Level