ISSN 2096-4498
CN 44-1745/U
ISSN 2096-4498
CN 44-1745/U
Sand Filling Construction Technology for Foundation of Honggu Immersed Tunnel in Nanchang
Received date: 2016-01-20
Revised date: 2016-03-11
Online published: 2016-05-25
A physical model of sand filling test for Honggu Immersed Tunnel in Nanchang is established. The results show that the radius of sand accretion disk can reach 7.5-8 m when sandwater ratio reach 1∶8-1∶12, cement clinker content reaches 6% and sand filling pressure reaches 0.1-0.15 MPa. A series of technologies, including sand filling amount monitoring, sand filling pressure monitoring, underwater detection, tunnel segment measuring, fullwavefield nondestructive detection method and impact imaging method, are adopted. Some conclusions are drawn as follows: 1) The pressure and stop time of the sand filling pump for intermediate sand filling holes can be decided when the sand diffusion radius reaches 7.5-8 m and the filling degree reaches 65%; and that for side sand filling holes can be decided when the sand diffusion reaches 7.5-8 m and the overflowed sand mixed together. 2) The tube settlement is brought under effective control after the sand filling of foundation of E1-E6 segment is finished by choosing rational sand filling equipment and qualified sand materials and analyzing problems and their countermeasures.
YANG Yanling , CHEN Wang , WAN Anluo . Sand Filling Construction Technology for Foundation of Honggu Immersed Tunnel in Nanchang[J]. Tunnel Construction, 2016 , 36(5) : 562 -568 . DOI: 10.3973/j.issn.1672-741X.2016.05.011
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