Safety Assessment of Tunnel Portals for Site Selection Based on Spatial Information Geoprocessing

Infrastructures

卷:4

Iau-Teh Wang¹ 

[1] Department of Civil Engineering, R.O.C. Military Academy, Kaohsiung 83059, Taiwan;

关键词: site selection;    safety factors;    slope stability;    tunnel portal location;    limit equilibrium method;    potential hazards assessment;   

DOI  :  10.3390/infrastructures4040070

来源: DOAJ

【 摘 要 】

The evaluation of portal locations for mountain tunnels is among the most crucial considerations during route selection and structural layout planning. The development of spatial information technology has provided a more objective approach for assessing the slope stability of potential portal sites. The simulations in such studies have been performed to evaluate potential hazards and slope stability. However, potential instabilities resulting from excavation are seldom considered in these studies. Therefore, a method based on spatial information technology was developed in this study for considering the potential impact of the direction and depth of excavations on portal stability. An analysis method for an infinite slope was integrated into the geographical information system for evaluating the stability of critical wedges. The proposed method provides a reasonable estimation comparable with that provided by the conventional slice method. The results of applying this method to six mountain tunnel portals where slope instability occurred during construction indicate that the actual outcomes agreed with the predicted outcomes. For potential portal site evaluation, the proposed method facilitates the rapid estimation of safety factors for various slope designations, which is useful for site selection.

【 授权许可】

Unknown