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Description
  • The paper presents analysis of laboratory experiments on soils that are usually classified as coarse grained soils and are often used as backfill for trenches from pipes and conduits. The reason for selecting coarse grained soil is a generally accepted fact that fine soils suffer with soil structure collapse when the matric suction is cancelled while for coarser soils such as sands or gravel this problem is frequently neglected. The main aim is to show the effect of rising and varying groundwater to the settlement of the foundation structure. Experiments are carried out on large soil specimens created in the laboratory using compactors. The effect of compaction and moisture inside the specimen to the settlement is taken into account.
  • The paper presents analysis of laboratory experiments on soils that are usually classified as coarse grained soils and are often used as backfill for trenches from pipes and conduits. The reason for selecting coarse grained soil is a generally accepted fact that fine soils suffer with soil structure collapse when the matric suction is cancelled while for coarser soils such as sands or gravel this problem is frequently neglected. The main aim is to show the effect of rising and varying groundwater to the settlement of the foundation structure. Experiments are carried out on large soil specimens created in the laboratory using compactors. The effect of compaction and moisture inside the specimen to the settlement is taken into account. (en)
Title
  • THE IMPACT OF GROUNDWATER ON ARTIFICIALLY COMPACTED SOILS
  • THE IMPACT OF GROUNDWATER ON ARTIFICIALLY COMPACTED SOILS (en)
skos:prefLabel
  • THE IMPACT OF GROUNDWATER ON ARTIFICIALLY COMPACTED SOILS
  • THE IMPACT OF GROUNDWATER ON ARTIFICIALLY COMPACTED SOILS (en)
skos:notation
  • RIV/68407700:21110/11:00182606!RIV12-MV0-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(VG20102014056), Z(MSM6840770002)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 203670
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/11:00182606
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • settlement, groundwater table variation, structure collapse, particles redistribution, matric suction (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [99A1A2794268]
http://linked.open...v/mistoKonaniAkce
  • Svartka
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Engineering Mechanics 2011
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Brouček, Miroslav
  • Kuklík, Pavel
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Ústav termomechaniky AV ČR
https://schema.org/isbn
  • 978-80-87012-33-8
http://localhost/t...ganizacniJednotka
  • 21110
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