id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
app01-4949	Chalmovský, Juraj; Míča, Lumír	THE LOAD-DISPLACEMENT BEHAVIOUR OF GROUND ANCHORS IN FINE GRAINED SOILS	2018	7	.pdf	application/pdf	3497	254	60	Development of application based on load-transfer functions Analysis using the finite element method and experi- mental results confirmed that the progressive decrease of skin friction along anchor fixed lengths significantly influences an overall load – displacement behaviour and an ultimate bearing capacity of anchors. Based on regression analysis of anchor loading tests performed mainly in London clay and glacial clay, Barley [3] has proposed an analytical formula for the efficiency factor feff and for the load carrying capacity of low pressure grouted anchors Tult (Eq. 2), where Lfixed is the fixed anchor length, D is the borehole diameter and cu is the undrained soil shear strength.	cache/app01-4949.pdf	txt/app01-4949.txt