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INSTALLATION OF RETAINING WALL                                                            03.
                                                         02 .                                                                                                                    Safety Measures                                                                              Inconveniences
- DIAPHRAGM WALL                                                                                                                                                                 In the Land Transport Authority (LTA), we accord top priority to safety.                     Noise is generated when the grab/trench cutter excavates the soil
                                                                                                                                                                                 Professional Engineers (PE) and Qualified Persons (QP) are engaged                           as well as during the panel concreting process. As it is vital that
The following pictorial guide                                                                                                                                                    to carry out stringent checks on the temporary structures to ensure                          concrete is poured continuously into the panel till the whole panel
illustrates the construction sequence                                                                                                                                            that they are installed correctly and safely before the excavation can                       is completely and homogeneously filled with the concrete, it is
of a typical diaphragm wall. This type                                                                                                                                           proceed from one level to the next level. In addition, our engineers                         inevitable that work runs into the night when the panel is concreted
of retaining wall was used for the                                                                                                                                     . 04      monitor the various stress and strain gauges installed on the temporary                      so as not to affect its structural integrity.
construction of Kovan Station on the                                                                                                                                             structures on a regular basis so as to be sure that the stresses fall
North East Line (NEL).
                                                                                                                                                                                 within acceptable limits set by the design engineers. Likewise,
                                                                                                                                                                                 instruments are extensively installed in the vicinity of the construction
                                                                                                                                                                                 site to monitor vibrations, ground movements etc. so that the engineers
                                                                                                                                                                                 are always in the know of the impact of the construction on the
                                                                                                                                                                                 surrounding buildings and ensure that the buildings are safe.

                            01 .




01 .                                                                                       02 .                                                                 03 .                                                                                                          05.
Construction of Guide Wall                                                                 Excavation of Panel                                                  Installation of Rebar Cage                                                                                    Repetition of Process
                                   Guide Wall
                                                                                                                                                                The crane lifts up the reinforcement-bar cage                                                                 Process 2 - 4 repeats for the remaining soil in
                                                                                                  Bite                                                          and places it within the panel.                                                                               between the panels till the entire length of the
                                                                                                  No.3
                                                                                   Bite                                                                                                                                                                                       diaphragm wall construction is completed.
                                                                                                                                                                                                   Concreting
                                                                                   No.2                                                                                                            Pipe
                                                                            Bite
                                                                            No.1                                                                                                                                                                                                                                                                     Moving Off

                                                                                                                                                                                                                                                             Panel Wall




                         ~1200mm



                                                                                                                                                                                                                                                                          Completed
                                                                Bentonite                                                                                                                                                                                                 Diaphragm
                                                                Slurry                                                                                                                                                                                                    Wall

                                                                                                                                                        Rebar
            ~800 to                                                                                                                         Completed   Cage
                                                                                                                                            Panel
            1000mm
                                                                                                                                                                                                                                                  Concrete



A guide wall is constructed to set out the position of                                                                                                                                                                     04 .
                                                                                           The grab/trench cutter cuts and removes the soil
the diaphragm wall.
                                                                                           to form the panel. The excavation is stabilised by
                                                                                                                                                                                                                           Concreting of Panel
                                                                                           filling it with bentonite slurry to support the wall                                                                            Concrete is poured into the
                                                                                           of the excavation.                                                                                                              panel to form the panel wall.

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Dw final (inside)

  • 1. INSTALLATION OF RETAINING WALL 03. 02 . Safety Measures Inconveniences - DIAPHRAGM WALL In the Land Transport Authority (LTA), we accord top priority to safety. Noise is generated when the grab/trench cutter excavates the soil Professional Engineers (PE) and Qualified Persons (QP) are engaged as well as during the panel concreting process. As it is vital that The following pictorial guide to carry out stringent checks on the temporary structures to ensure concrete is poured continuously into the panel till the whole panel illustrates the construction sequence that they are installed correctly and safely before the excavation can is completely and homogeneously filled with the concrete, it is of a typical diaphragm wall. This type proceed from one level to the next level. In addition, our engineers inevitable that work runs into the night when the panel is concreted of retaining wall was used for the . 04 monitor the various stress and strain gauges installed on the temporary so as not to affect its structural integrity. construction of Kovan Station on the structures on a regular basis so as to be sure that the stresses fall North East Line (NEL). within acceptable limits set by the design engineers. Likewise, instruments are extensively installed in the vicinity of the construction site to monitor vibrations, ground movements etc. so that the engineers are always in the know of the impact of the construction on the surrounding buildings and ensure that the buildings are safe. 01 . 01 . 02 . 03 . 05. Construction of Guide Wall Excavation of Panel Installation of Rebar Cage Repetition of Process Guide Wall The crane lifts up the reinforcement-bar cage Process 2 - 4 repeats for the remaining soil in Bite and places it within the panel. between the panels till the entire length of the No.3 Bite diaphragm wall construction is completed. Concreting No.2 Pipe Bite No.1 Moving Off Panel Wall ~1200mm Completed Bentonite Diaphragm Slurry Wall Rebar ~800 to Completed Cage Panel 1000mm Concrete A guide wall is constructed to set out the position of 04 . The grab/trench cutter cuts and removes the soil the diaphragm wall. to form the panel. The excavation is stabilised by Concreting of Panel filling it with bentonite slurry to support the wall Concrete is poured into the of the excavation. panel to form the panel wall.