Geri Dön

Adapazarı zeminlerinde sıvılaşma unsurlarının belirlenmesi ve sıvılaşmanın önlenebilmesi için çözümler geliştirilmesi

Determination of the liquefaction compononents and alternative solutions to pervent liquefaction in Adapazarı city,Turkey

  1. Tez No: 152699
  2. Yazar: BENGÜ SÜNBÜL
  3. Danışmanlar: DOÇ.DR. ZEKİ GÜNDÜZ
  4. Tez Türü: Yüksek Lisans
  5. Konular: İnşaat Mühendisliği, Civil Engineering
  6. Anahtar Kelimeler: Sıvılaşma, Deprem, Adapazarı Zeminleri, Marmara Depremi, Zemin İyileştirmeleri, Hasar
  7. Yıl: 2004
  8. Dil: Türkçe
  9. Üniversite: Sakarya Üniversitesi
  10. Enstitü: Fen Bilimleri Enstitüsü
  11. Ana Bilim Dalı: İnşaat Mühendisliği Ana Bilim Dalı
  12. Bilim Dalı: Belirtilmemiş.
  13. Sayfa Sayısı: 141

Özet

ÖZET

Özet (Çeviri)

DETERMINATION OF THE LIQUEFACTION COMPONENTS AND ALTERNATIVE SOLUTIONS TO PREVENT LIQUEFACTION IN ADAPAZARI CITY, TURKEY SUMMARY Key words : Earthquake, Marmara Earthquake, soil liquefaction, extensive damages in Adapazarı city, NA Fault, ground improvement methods, groundwater Earthquakes have great influences on human life due to its destructive damage on their social and economic structures. After the earthquake, important parts of damages occur due to the dynamic behavior of a ground. The ground may liquefy and liquefaction may cause extensive damages on structures founded in or on the ground. Structures located on the surface of the liquefiable soil may severely settle or tilt due to the loss of bearing capacity of the soil. Lifeline structures buried in the liquefiable soil may be uplifted to the surface. On August 17, 1999 at 3:02 a.m., a magnitude of Mw 7.4 earthquake struck the Marmara region in the Northwest Turkey which has a population of 20 million inhabitants (one third of Turkey's total population) and encompasses nearly half of the country's industry. This is one of the most devastating earthquakes of the twentieth century in view of the number of casualties and damages. The earthquake damage is widespread in several areas, including İzmit, Gölcük, Yalova, Adapazarı, Düzce, İstanbul and Bolu. Among several cities affected, Adapazari province is clearly suffered the worst damage due to the geotechnical effects and site response. As a result of this earthquake, in the study area, approximately 30 000 buildings were heavily damaged or totally collapsed, 22 000 buildings were medium damaged and 30 000 buildings were slightly damaged. The Marmara Earthquake occurred on August 17, 1999 was felt in a very large area. North Anatolian Fault (NAF), which is a well-known strike-slip fault, lies from east to west, city of Adapazari is located on the north side of the NAF and has experienced of big earthquakes in different times. This region was the worst affected area due to the bad soil conditions compared to the neighboring regions. xv

Benzer Tezler

  1. 17 Ağustos 1999 Marmara depremi etkisinde Adapazari zeminlerinde oluşan oturmalar

    Settlement analysis of Adapazari region due to 17 August 1999 Marmara earthquake

    TANER NURTEKİN

    Yüksek Lisans

    Türkçe

    Türkçe

    2009

    Deprem MühendisliğiSakarya Üniversitesi

    Yapı Eğitimi Ana Bilim Dalı

    DOÇ. DR. SEYHAN FIRAT

  2. Alüvyal ve sıvılaşabilen zeminlerde tünellerin deprem risk analizi: Adapazarı örneği

    The earthquake ri̇sk analysi̇s of tunnels i̇n alluvi̇al and li̇quefi̇able undergrounds: Example of Adapazari

    AYŞE SAÇAR

    Yüksek Lisans

    Türkçe

    Türkçe

    2019

    İnşaat MühendisliğiSakarya Uygulamalı Bilimler Üniversitesi

    İnşaat Mühendisliği Ana Bilim Dalı

    DR. ÖĞR. ÜYESİ İSA VURAL

  3. Farklı yer ivmesi değerlerinde Adapazarı-Erenler-Serdivan (Sakarya) zeminleri sıvılaşma analizlerinin değerlendirilmesi

    Assessment of the liquefaction analysis of Adapazari-Erenler-Serdivan (Sakarya) soils at different ground acceleration values

    EMEL ATASOY

    Yüksek Lisans

    Türkçe

    Türkçe

    2022

    Jeoloji MühendisliğiKocaeli Üniversitesi

    Jeoloji Mühendisliği Ana Bilim Dalı

    DOÇ. DR. AHMET KARAKAŞ

  4. İnce daneli zeminlerin dinamik özellikleri

    Dynamic behavior of fine grained soils

    MUSTAFA ÖZSAĞIR

    Yüksek Lisans

    Türkçe

    Türkçe

    2015

    İnşaat MühendisliğiSakarya Üniversitesi

    İnşaat Mühendisliği Ana Bilim Dalı

    DOÇ. DR. ERTAN BOL

  5. Depremler sırasında zeminlerin davranışına bağlı olarak meydana gelen zemin deplasmanlarının belirlenmesi

    Determination of soil displacements depending on the soil behaviour during earthquakes

    ZÜLKÜF KAYA

    Doktora

    Türkçe

    Türkçe

    2008

    İnşaat Mühendisliğiİstanbul Teknik Üniversitesi

    İnşaat Mühendisliği Bölümü

    PROF. DR. AYFER ERKEN