Lecture Note 2
This study
note evaluates the structure of the Earth, the mechanisms of earthquakes, the
tectonic structure of Turkey, the science of seismology, earthquake parameters,
and their effects. The objective of this study is to understand the mechanisms
of earthquakes, learn about the earthquakes experienced in our country, and
enhance the scientific knowledge base regarding earthquakes. In this regard,
the note first defines an earthquake, then explains seismic waves, epicenter
and magnitude. Next, it describes the tectonic processes involved in the
formation of earthquakes. Earthquakes occurring in our country, earthquake
types and mechanisms, fault lines and fault characteristics are examined under
separate headings. The concept of earthquakes was addressed from multiple
perspectives, and its relationship with fault systems was examined
comprehensively. The differences between the concepts of magnitude and
intensity of earthquakes were explained, and the characteristics of earthquake
wave types and ground motion were specified. This study presented concepts
related to the occurrence of earthquakes in a systematic manner. A framework
was provided that can be utilised in the fields of engineering and earth
sciences.
This study note
covers the history of tunnelling, tunnelling methods, construction stages and
their regulations. The TBM method, which is widely used in Turkey, and the NATM
(New Austrian Tunnel Boring Machine) method were discussed, and their
construction regulations and details were evaluated. In Turkey, more road
tunnels are being constructed than rail tunnels, and the cross-section
characteristics and tunnel excavation methods used for this purpose are also
changing. In tunnel construction methods, TBM machines, also known as mole
machines, are used more often in areas with solid ground, while the NATM method
is used in weak ground. The study note provides details of the Kuskunkıran
Tunnel between Van and Tatvan (Bitlis), which serves as an example of the NATM
method. This heavily used road has a lateral width of approximately 20 metres
and a length of 170 kilometres. In addition, there is a 2,234-kilometre-long
Kuskuskunkıran pass on this road. Increased traffic congestion caused
disruptions at the crossing. Furthermore, the existing road required constant
maintenance work due to the region's climatic conditions. A tunnel was
constructed by the highways authority to eliminate these disruptions and
improve the road. The Kuskunkıran Tunnel built over the crossing resolved these
issues. An alternative route was opened to the old 9+500 km route at an
altitude of 2234 m, creating a high-standard road 3+612 km in length. With the
opening of this tunnel, the Kuskunkıran Pass was shortened by approximately
6+000 km, and the average travel time was reduced from 30 minutes to 5 minutes.