Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pile Foundation In Situ Test in Seaside Soil-Squeezing Backfill Zone
Design and construction of pile foundation in seaside zone face the specific geotechnical conditions. The in-situ geotechnical tests need to be conducted. The quality feature of the piles is assessed according to the results of in-situ small strain test, coring test and pile stress test. For different depth of rock and soil stratum and pile bearing layer, the trial pile stress distribution results and follow-up stress and settlement monitoring provide engineering parameters for design and pile-driving.
Pile Foundation In Situ Test in Seaside Soil-Squeezing Backfill Zone
Design and construction of pile foundation in seaside zone face the specific geotechnical conditions. The in-situ geotechnical tests need to be conducted. The quality feature of the piles is assessed according to the results of in-situ small strain test, coring test and pile stress test. For different depth of rock and soil stratum and pile bearing layer, the trial pile stress distribution results and follow-up stress and settlement monitoring provide engineering parameters for design and pile-driving.
Pile Foundation In Situ Test in Seaside Soil-Squeezing Backfill Zone
Applied Mechanics and Materials ; 724 ; 84-87
12.01.2015
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Europäisches Patentamt | 2024
|Test and Evaluation of Seaside Silt Soil Foundation Reinforced by Dynamic Consolidation
Trans Tech Publications | 2011
|Rotary excavating end bearing pile foundation in backfill soil and construction method
Europäisches Patentamt | 2024
|Rapidly-cured pile foundation karst cave backfill soil and preparation method thereof
Europäisches Patentamt | 2021
|Indoor soil-squeezing pile soil-squeezing effect simulation experiment system
Europäisches Patentamt | 2024
|