Page 102 - 捷運技術 第59期
P. 102

Journal of Rapid Transit System and Technology No.59
            pp. 91-118, 2024                                  DOI 10.29670/JRTST.202410_(59).0005




            Received May 08, 2022, accepted August 22, 2022, date of publication October 31, 2024




                         Risk Management and Design
                Countermeasures of Foundation of MRT


             Circular Line in Banqiao and Xinzhuang Area

                           – an Example of Contract DF113




            I-CHOU HU , JUNG-FENG CHANG     2
                       1
            1  Deputy Chief Engineer, Geotechnical Engineering Department, Moh and Associates, Inc.
            2  Senior Engineer, Geotechnical Engineering Department, Moh and Associates, Inc.
            Corresponding author: I-CHOU HU, E-mail: my.hu@maaconsultants.com



                                              ABSTRACT


            The Taipei Metropolitan Mass Rapid Transit System Circular Line is mainly
            located in New Taipei City. The DF113 Design Contract is one of the first stage
            works of the Circular Line. The route travels through the most populated area with
            active commercial activities and complex underground facilities in New Taipei
            City. After the project is completed, it will be connected with the Airport MRT
            Line, the MRT Xinzhuang Line, and the Bannan Line. In the design and
            construction periods, careful attention should be paid to the connection with the
            above MRT lines and the existing public transportation system. In addition,
            engineering issues of proximity effect on the existing tunnels of MRT lines, Taiwan
            Railways and Taiwan High Speed Rail should also be considered seriously. The
            complex interaction between soil and underground structures is undoubtedly
            another challenge to the analysis and design of geotechnical engineering. This
            article briefs the abovementioned foundation engineering and the risk assessment.
            They are followed by the associated design and monitoring layout consideration.
            These could provide references for similar cases in the future.


            Keywords:  MRT Circular Line, foundation, risk management, tunnel, buttress
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