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

The paper contains basic data on the technology of construction and on the testing methods of bearing capacity of ground anchors, temporary and permanent, installed in the structure of a dry dock. Particularly analyses were made concerning the choice of a proper drilling method and its influence on the bearing capacities obtained of anchors in sandy soils with clay interbeddings. The tests of the bearing capacity of the ground anchors were made according to a modified program based on the results of an analysis of the method given by DIN 4125, whilst a comparison of results obtained using different methods known in the world, has offered the possibility of definirs the most adequate one. During the tests, efforts were made to obtain data on the influence on the magnitude of deformations and bearing capacities of the anchors of the time period, between the construction of the ground anchor and the loading test. Also the magnitude of friction of the free part of the anchor and the preservation of this length as dependent on the construction method were considered. Additionally repeated loadings of the same anchors were made, and conclusions made concerning the influence of this factor.The theoretical analysis concerns the problem of the stability of anchored retaining walls and of foundation subjected to tension forces, based on observations and test results made on the site.

Contribution to loading test procedure of ground anchors