Results 101 to 110 of about 7,786 (217)
Screw pile design optimisation under tension in sand [PDF]
, 2019 Many applications in offshore engineering, such as floating or jacket-founded wind turbines or wave energy converters, require a significant uplift capacity of their foundations to be kept in place.
Brown, Michael +4 more
core +2 more sources
Yantu gongcheng xuebao, 2019 The problem of pile damage encountered when using cone penetration test (CPT) in a reserved tube for quality detection testing is addressed. Based on the experimental and numerical models, the damage control methods for CPT in reserved tubes are studied.
LI Guo-wei 1,2, WANG Su-yun 1,2, WU Jian-tao 1,2, ZHENG Ya-kun 1,3, Felix Omoro 1,2, HOU Yu-zhou 1,3
doaj +1 more source
Landslides in sensitive soils, Tauranga, New Zealand. [PDF]
, 2013 In the Tauranga region sensitive soil failures commonly occur after heavy rainfall events, causing considerable infrastructure damage. Several notable landslides include a large failure at Bramley Drive, Omokoroa in 1979, the Ruahihi Canal collapse in ...
Cunningham, Michael J. +5 more
core +1 more source
Settlement prediction of bored piles in stiff clay at a site in the Moscow region [PDF]
, 2015 Geotechnical Engineers should devote a considerable amount of time to understanding foundation settlements. When designing in soil deposits that are unfamiliar, pile load testing is essential for investigating likely foundation movements.
Kolodiy, E +2 more
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Identification of local organic soils based on cone penetration test results
Budownictwo i Architektura, 2014 This paper presents the results of attempts to identify organic soils on the basis of test results performed under in situ conditions by cone penetration testing (CPT).
Grzegorz Straż
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Prehistoric landscape mapping along the Scheldt by camera- and conductivity CPT-E [PDF]
, 2018 Over the past decade, paleolandscape reconstruction was introduced as part of a preventive archaeological evaluation strategy along the Scheldt river, due to the unexpected discovery of well-preserved prehistoric landscapes and sites during construction ...
Crombé, Philippe +2 more
core +1 more source
Semesta Teknika, 2015 In its simplest application, the cone penetrometer offers a quick, expedient, and economical way to profiling a subsurface soil layering at a particular site.
Putera Agung Maha Agung , et.al
doaj
CPT-based design of pile foundations in sand and clay: Perspectives [PDF]
E3S Web of ConferencesThis paper provides some perspectives and guidance for the design of pile foundations in sand and clay using cone penetration test (CPT) results. A key variable in the estimation of the limit unit shaft resistance qsL of piles in sand is the critical ...
Sakleshpur Venkata Abhishek +2 more
doaj +1 more source
Ensaios de penetração nos solos graníticos da região norte de Portugal: Algumas correlações [PDF]
, 2003 Foram realizados ensaios SPT, DPH, DPL e CPT nos solos graníticos em vários locais urbanos da Região Norte de Portugal, essencialmente do Porto, Braga e Guimarães. Obtiveram-se correlações entre resultados dos ensaios SPT-DPH; CPT-DPL; CPT-DPH e DPH-DPL,
Martins, Júlio Barreiros +1 more
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Microstructural study of the deformation zones around a penetrating coned tip in silty soil [PDF]
, 2015 The change in soil microstructure around the penetrating probe during a cone penetration test is investigated. Backscattered electron images of polished thin sections prepared from frozen samples at the end of penetration are used.
Fonseca, J. +3 more
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