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  • New freeway crosses open pit mines backfilled with mined out clay overburden. Testing program to evaluate the fill compressibility. CPT sounding, undisturbed samples oedometer testing.Trial embankment 6 m high constructed on an instrumented subsoil. Comparison of test results from laboratory and field testing.
  • New freeway crosses open pit mines backfilled with mined out clay overburden. Testing program to evaluate the fill compressibility. CPT sounding, undisturbed samples oedometer testing.Trial embankment 6 m high constructed on an instrumented subsoil. Comparison of test results from laboratory and field testing. (en)
  • New freeway crosses open pit mines backfilled with mined out clay overburden. Testing program to evaluate the fill compressibility. CPT sounding, undisturbed samples oedometer testing.Trial embankment 6 m high constructed on an instrumented subsoil. Comparison of test results from laboratory and field testing. (cs)
Title
  • Evaluation of fill compressibility by means of a trial embankment
  • Evaluation of fill compressibility by means of a trial embankment (en)
  • Vyhodnocení stlačitelnosti zeminy na pokusném násypu (cs)
skos:prefLabel
  • Evaluation of fill compressibility by means of a trial embankment
  • Evaluation of fill compressibility by means of a trial embankment (en)
  • Vyhodnocení stlačitelnosti zeminy na pokusném násypu (cs)
skos:notation
  • RIV/62909631:_____/01:00010117!RIV/2005/GA0/096315/N
http://linked.open.../vavai/riv/strany
  • 203-207
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  • P(GA103/99/0753)
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  • 679715
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  • RIV/62909631:_____/01:00010117
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  • fill compressibility, trial, embankment (en)
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  • [1A02E37C759D]
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  • Bali
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  • Bali
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  • Proceedings of Conference Insitu 2001
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http://linked.open...vavai/riv/projekt
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  • Škopek, Jiří
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number of pages
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  • Geotechnical Cngineering Centre
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