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Makale detayı · 2009 · article

Laminar box system for 1 g physical modeling of liquefaction and lateral spreading

ISSN0149-6115
YÖKSİS OpenAlex Açık erişim · green
Yıl2009
Atıf52OpenAlex
Atıf52Semantic Scholar · 2 etkili
Yüzdelik%88,7
FWCI2,611,00 = dünya ortalaması
Scopus (SJR)Q1
WoS (JCR)Q4

Veri kaynağı ayrımı

  • YÖKSİSYÖKSİS makale kaydı
  • YÖKSİS dergi adıGeotechnical Testing Journal
  • Katalog eşleşmesi (ISSN)Geotechnical Testing Journal
  • OpenAlexOpenAlex zenginleştirmesi (özet, atıf, konular)
  • Semantic Scholaratıf sayısı (OpenAlex ile birleştirilmez)

Özet

OpenAlex İngilizce

Abstract Details of a large scale modular 1-g laminar box system capable of simulating seismic induced liquefaction and lateral spreading response of level or gently sloping loose deposits of up to 6 m depth are presented. The internal dimensions of the largest module are 5 m in length and 2.75 m in width. The system includes a two dimensional laminar box made of 24 laminates stacked on top of each other supported by ball bearings, a base shaker resting on a strong floor, two computer controlled high speed actuators mounted on a strong wall, a dense array advanced instrumentation, and a novel system for laboratory hydraulic placement of loose sand deposit, which mimics underwater deposition in a narrow density range. The stacks of laminates slide on each other using a low-friction high-load capacity ball bearing system placed between each laminate. It could also be reconfigured into two smaller modules that are 2.5 m wide, 2.75 m long, and up to 3 m high. The maximum shear strain achievable in this system is 15 %. A limited set of instrumentation data is presented to highlight the capabilities of this equipment system. The reliability of the dense array sensor data is illustrated using cross comparison of accelerations and displacements measured by different types of sensors.

Konular

Atıflar

OpenAlex cited_by_count. WoS veya Scopus atıf sayısı değildir; o kaynaklar için ayrı kolon yoktur.

52atıfOpenAlex · cited_by_count (önbellek / veritabanı)

Yerel katalogda bu makaleye atıf yapan 9 yayın (OpenAlex referans eşleşmesi; tam dünya listesi değildir).

  1. 2013 Simulation of seismic liquefaction: 1-g model testing system and shaking table testsAtıf 48 · OpenAlex
  2. 2021 Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sandsAtıf 46 · OpenAlex
  3. 2015 Influence of consolidation properties on the cyclic re liquefaction potential of sandsAtıf 42 · OpenAlex
  4. 2015 Influence of consolidation properties on the cyclic re liquefaction potential of sandsAtıf 41 · OpenAlex
  5. 2015 Influence of consolidation properties on the cyclic re-liquefaction potential of sandsAtıf 41 · OpenAlex
  6. 2013 Design and Application of Simple Shear Liquefaction BoxAtıf 6 · OpenAlex
  7. 2024 Laminar Soil Container’s Performance Study for Dynamic Laboratory Tests: Comprehensive Review and Numerical VerificationAtıf 4 · OpenAlex
  8. 2018 Feasible packing of granular materials in discrete-element modelling of cone-penetration testingAtıf 4 · OpenAlex

Yazarlar

11
  1. S Thevanayagam 1
  2. T Kanagalingam 2
  3. A Reinhorn 3
  4. R Tharmendhira 4
  5. R Dobry 5
  6. M Pitman 6
  7. T Abdoun 7
  8. A Elgamal 8
  9. M Zeghal 9
  10. NURHAN ECEMİŞ İZMİR YÜKSEK TEKNOLOJİ ENSTİTÜSÜ 10
  11. U El Shamy 11