Laboratorní testování geosyntetik v podkladních vrstvách

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Laboratory Testing on Geosynthetics of Reinforced Foundation Ground

Popis výsledku v původním jazyce

The paper describes results of experimental observation of axial strain mobilization process in geogrids used as reinforcement of soil base layers or foundation subsoil layers situated generally on a main body of weak and soft soil which are vertically loaded by a static pressure concentrated on a part of their top surface. The experiments were carried out in the form of conventional static foundation load tests on two Test Models different in geometrical arrangement, type of foundation, soils and loadiing scheme. In both Test Models an instrumented geogrid was installed between an upper thin layer of a strong and stiff soil and a lower thick layer of a week and compressible soil. The geogrid instrumentation was based on strain gauges installed on fivelocations of the geogrid central rib and in the 2nd Test Model on pressure transducers placed in the soil mass below the reinforcement in the same plan locations as the strain gauges. Before constructing the Test Models a suitable method

Název v anglickém jazyce

Laboratory Testing on Geosynthetics of Reinforced Foundation Ground

Popis výsledku anglicky

The paper describes results of experimental observation of axial strain mobilization process in geogrids used as reinforcement of soil base layers or foundation subsoil layers situated generally on a main body of weak and soft soil which are vertically loaded by a static pressure concentrated on a part of their top surface. The experiments were carried out in the form of conventional static foundation load tests on two Test Models different in geometrical arrangement, type of foundation, soils and loadiing scheme. In both Test Models an instrumented geogrid was installed between an upper thin layer of a strong and stiff soil and a lower thick layer of a week and compressible soil. The geogrid instrumentation was based on strain gauges installed on fivelocations of the geogrid central rib and in the 2nd Test Model on pressure transducers placed in the soil mass below the reinforcement in the same plan locations as the strain gauges. Before constructing the Test Models a suitable method

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2004

Kód důvěrnosti údajů

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

Název statě ve sborníku

Geotechnical Engineering with Geosynthetics

ISBN

3-00-013305-4

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

745-748

Název nakladatele

DGGT a TUM-ZG

Místo vydání

Mnichov

Místo konání akce

Munich

Datum konání akce

1. 3. 2004

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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