1. Impact of the shear strength reduction of a soil - geogrid interface to the stability of an embankment
Title information : Impact of the shear strength reduction of a soil - geogrid interface to the stability of an embankment
Variant heading : \q12*stu_us_auth*1 stu108162 \q \q1013 stu_us_auth*stu108162 \d Stacho Jakub \q ; 010150
%continue : \q12*stu_us_auth*1 stu57395 \q \q1013 stu_us_auth*stu57395 \d Súľovská Monika \q ; 010150
In : \q12**1 0098468 \q
%continue : Toward synergy at site characterisation :
%continue : . online, [7] s., paper ID: ISC2020-36
Subject : \q12*stu_us_auth*1 stus42315 \q \q1013 stu_us_auth*stus42315 \d reinforced soil \q \q12*stu_us_auth*1 0090062 \q \q1013 stu_us_auth*0090062 \d geogrid \q \q12*stu_us_auth*1 0099471 \q \q1013 stu_us_auth*0099471 \d geogrid reinforced structure \q \q12*stu_us_auth*1 stus35477 \q \q1013 stu_us_auth*stus35477 \d embankment \q \q12*stu_us_auth*1 stus32569 \q \q1013 stu_us_auth*stus32569 \d numerical modelling \q
URL : https://doi.org/10.53243/ISC2020-36
Document kind : článok zo zborníka
Category : AFC - Reports at international scientific conferences
Category (from 2022) : V2 - Vedecký výstup publikačnej činnosti ako časť editovanej knihy alebo zborníka