SwePub
Sök i LIBRIS databas

  Extended search

onr:"swepub:oai:DiVA.org:ltu-80958"
 

Search: onr:"swepub:oai:DiVA.org:ltu-80958" > Geophysical Methods...

  • 1 of 1
  • Previous record
  • Next record
  •    To hitlist
  • Adamo, NasratConsultant Dam Engineer, Sweden (author)

Geophysical Methods and their Applications in Dam Safety Monitoring

  • Article/chapterEnglish2021

Publisher, publication year, extent ...

  • 2020-09-28
  • UK :Scientific Press International Limited,2021
  • electronicrdacarrier

Numbers

  • LIBRIS-ID:oai:DiVA.org:ltu-80958
  • https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-80958URI
  • https://doi.org/10.47260/jesge/1118DOI

Supplementary language notes

  • Language:English
  • Summary in:English

Part of subdatabase

Classification

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

Notes

  • Validerad;2020;Nivå 1;2020-09-29 (johcin)
  • The use of geophysical methods in dam sites investigations and safety monitory has proved their good value and versatility in many earthfill dam sites as early as the 1920s. In the following years great development has occurred in the methods, application procedures and tools used. They may be considered today as good ways for carrying out observation tasks on existing dams in non-intrusive and much faster and cheaper ways than the traditional geotechnical methods. It is possible using them to discover anomalies in the dam body or its foundation at an early stage and allowing quick intervention repair works. These methods seek to register and present variations in the basic geotechnical material properties in dams such as; bulk density, moisture content, elasticity, mechanical properties of rocks, electrical resistivity and mineralogy and magnetic properties and so forth. Such variations can indicate increasing seepage flow, progression in cracks’ sizes, formation of voids, caverns and other instability manifestations. Depending on how any investigation is carried out and the targeted anomaly, there is now selection of these methods such as: Electromagnetic Profiling (EM), Electrical Resistivity Tomography (ERT), Self- Potential (SP), Ground Penetration Radar (GPR), variety of Seismic Methods (SM) which can be applied using such equipment as in Seismic refraction, Seismic Reflection, Multi Analysis of Rayleigh surface waves (MASW) instruments, or using Refraction Micrometer (ReMi), macro-gravity method, and Cross-Hole Seismic Tomography. In addition, Temperature Measurements and other less used methods can be used like Microgravity measurement, Magnetic Profiling and RadioMagnetotelluric methods. An attempt is made here to cover the details of these methods, their advantages and limitations and to prove their usefulness in many dam sites all over the world. One observed issue is their adaptability to embankment dams more than to concrete dams and their popularity for checking seepage related problems and material changes within dam bodies and their foundations such as formation of voids and sinkholes.

Subject headings and genre

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

  • Al-Ansari, Nadhir,1947-Luleå tekniska universitet,Geoteknologi(Swepub:ltu)nadhir (author)
  • Sissakian, VaroujanUniversity of Kurdistan Hewler and Private Consultant Geologist, Erbil (author)
  • Laue, JanLuleå tekniska universitet,Geoteknologi(Swepub:ltu)janlau (author)
  • Knutsson, Sven,1948-Luleå tekniska universitet,Geoteknologi(Swepub:ltu)svek (author)
  • Consultant Dam Engineer, SwedenGeoteknologi (creator_code:org_t)

Related titles

  • In:Journal of Earth Sciences and Geotechnical EngineeringUK : Scientific Press International Limited11:1, s. 291-3451792-90401792-9660

Internet link

Find in a library

To the university's database

  • 1 of 1
  • Previous record
  • Next record
  •    To hitlist

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