Laboratory Testing on Geosynthetics of Reinforced Foundation Ground

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F04%3APU44775" target="_blank" >RIV/00216305:26110/04:PU44775 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Laboratory Testing on Geosynthetics of Reinforced Foundation Ground

Original language description

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

Czech name

Laboratorní testování geosyntetik v podkladních vrstvách

Czech description

he 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 loadinng 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

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2004

Confidentiality

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

Article name in the collection

Geotechnical Engineering with Geosynthetics

ISBN

3-00-013305-4

ISSN

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e-ISSN

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Number of pages

4

Pages from-to

745-748

Publisher name

DGGT a TUM-ZG

Place of publication

Mnichov

Event location

Munich

Event date

Mar 1, 2004

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

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