preliminary design and analysis for an immersed tube tunnel across
preliminary design and analysis for an immersed tube tunnel across
preliminary design and analysis for an immersed tube tunnel across
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For this study, there was no opportunity to make st<strong><strong>an</strong>d</strong>ard penetration tests<br />
(SPT) along the <strong>tunnel</strong> route. There<strong>for</strong>e, test results that were obtained in the past is<br />
investigated by. Among these, data nearest to the <strong>tunnel</strong> route were used <strong><strong>an</strong>d</strong> the SPT<br />
results are presented in Table 3.1. These values are used to calculate the allowable<br />
bearing capacity of the seabed soil of the proposed IBITT <strong>across</strong> the İzmir Bay c<strong>an</strong> be<br />
calculated. The borehole locations of the SPT are shown in Figure 3.2.<br />
SK17<br />
SK18<br />
SK8<br />
Figure 3.2. The locations of the 3 existing SPT boreholes nearest the IBITT route<br />
20