Geosynthetic impact on subgrade bearing capacity and their possible improvement

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F44994575%3A_____%2F18%3AN0000106" target="_blank" >RIV/44994575:_____/18:N0000106 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Geosynthetic impact on subgrade bearing capacity and their possible improvement

Popis výsledku v původním jazyce

Low bearing capacity of subgrade soils can be mitigated using several remedial measures. Beside soil replacement and mechanical or chemical soil improvement weak subgrade can be reinforced using geosynthetic. Presented research in relation with other published results document that not each geosynthetic are able to improve bearing capacity mainly because of its low cooperation between geo¬synthetic and soil. Therefore new variant of geosynthetic has been designed and patented (EP 2 292 845) to secure higher cooperation between soil and geosynthetic. The paper introduces full scale testing of existing conventional geosynthetics observing their influence on soil bearing capacity and preparation of newly designed geogrid made on the base of conventional one. The tests were done at the newly built Geotechnical Laboratory Testing Field which permits among others to arrange full-scale tests of soil bearing capacity.

Název v anglickém jazyce

Geosynthetic impact on subgrade bearing capacity and their possible improvement

Popis výsledku anglicky

Low bearing capacity of subgrade soils can be mitigated using several remedial measures. Beside soil replacement and mechanical or chemical soil improvement weak subgrade can be reinforced using geosynthetic. Presented research in relation with other published results document that not each geosynthetic are able to improve bearing capacity mainly because of its low cooperation between geo¬synthetic and soil. Therefore new variant of geosynthetic has been designed and patented (EP 2 292 845) to secure higher cooperation between soil and geosynthetic. The paper introduces full scale testing of existing conventional geosynthetics observing their influence on soil bearing capacity and preparation of newly designed geogrid made on the base of conventional one. The tests were done at the newly built Geotechnical Laboratory Testing Field which permits among others to arrange full-scale tests of soil bearing capacity.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20104 - Transport engineering

Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2018

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Bearing Capacity of Roads, Railways and Airfields

ISBN

978-1-138-29595-7

ISSN

—

e-ISSN

—

Počet stran výsledku

8

Strana od-do

1061-1068

Název nakladatele

CRC Press Taylor & Francis Group

Místo vydání

London

Místo konání akce

Athens

Datum konání akce

28. 6. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—