SwePub
Sök i LIBRIS databas

  Extended search

L773:0267 7261 OR L773:1879 341X
 

Search: L773:0267 7261 OR L773:1879 341X > (2020-2023) > Assessment of small...

  • Theland, FreddieKTH,Bro- och stålbyggnad (author)

Assessment of small-strain characteristics for vibration predictions in a Swedish clay deposit

  • Article/chapterEnglish2021

Publisher, publication year, extent ...

  • Elsevier BV,2021
  • printrdacarrier

Numbers

  • LIBRIS-ID:oai:DiVA.org:kth-303766
  • https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-303766URI
  • https://doi.org/10.1016/j.soildyn.2021.106804DOI

Supplementary language notes

  • Language:English
  • Summary in:English

Part of subdatabase

Classification

  • Subject category:ref swepub-contenttype
  • Subject category:art swepub-publicationtype

Notes

  • QC 20211026
  • Environmental vibrations induced by human activities such as traffic, construction or industrial manufacturing can cause disturbance among residents or to vibration sensitive equipment in buildings. In Sweden, geological formations of soft clay overlying a stiff bedrock are soil conditions prone to ground vibrations that are encountered both in urban areas and along parts of the national railway network. This paper presents an extensive investigation of the small-strain soil properties for the prediction of environmental ground vibrations in a shallow clay where the bedrock is situated at 7.5 m depth. The small-strain properties are estimated using available empirical correlations, bender elements, seismic cone penetration tests, seismic refraction and inversion of surface wave dispersion and attenuation curves. The results are synthesised into a dynamic layered soil model which is validated by measurements at the soil's surface at source-receiver distances up to 90 m in the frequency range 1-80 Hz. Analyses of uncertainties in the estimated values of wave speeds and material damping are performed by model investigations, indicating that surface wave tests overestimate the damping compared to bender element tests. The properties of the topmost unsaturated part of the soil is found to have a significant influence on the response at large distances, caused by critically refracted P-waves resonating in the top layer.

Subject headings and genre

Added entries (persons, corporate bodies, meetings, titles ...)

  • Lombaert, GeertKatholieke Univ Leuven, Dept Civil Engn, Kasteelpk Arenberg 40, B-3001 Leuven, Belgium. (author)
  • Francois, StijnKatholieke Univ Leuven, Dept Civil Engn, Kasteelpk Arenberg 40, B-3001 Leuven, Belgium. (author)
  • Pacoste, CostinKTH,Bro- och stålbyggnad(Swepub:kth)u1rzu610 (author)
  • Deckner, FannyGeoMind KB, Hesselmans Torg 5, S-13154 Nacka, Sweden. (author)
  • Battini, Jean-Marc,1968-KTH,Bro- och stålbyggnad(Swepub:kth)u18eo52o (author)
  • KTHBro- och stålbyggnad (creator_code:org_t)

Related titles

  • In:Soil Dynamics and Earthquake Engineering: Elsevier BV1500267-72611879-341X

Internet link

Find in a library

To the university's database

Search outside SwePub

Kungliga biblioteket hanterar dina personuppgifter i enlighet med EU:s dataskyddsförordning (2018), GDPR. Läs mer om hur det funkar här.
Så här hanterar KB dina uppgifter vid användning av denna tjänst.

 
pil uppåt Close

Copy and save the link in order to return to this view