SPECIAL GROUND IMPROVEMENT METHODS - GROUND IMPROVEMENTS ASSOCIATED WITH THE TRANS-TOKYO BAY HIGHWAY

Citation
K. Uchida et al., SPECIAL GROUND IMPROVEMENT METHODS - GROUND IMPROVEMENTS ASSOCIATED WITH THE TRANS-TOKYO BAY HIGHWAY, Marine georesources & geotechnology, 14(1), 1996, pp. 47-63
Citations number
4
Categorie Soggetti
Engineering, Civil","Mining & Mineral Processing",Oceanografhy,"Engineering, Marine
ISSN journal
1064119X
Volume
14
Issue
1
Year of publication
1996
Pages
47 - 63
Database
ISI
SICI code
1064-119X(1996)14:1<47:SGIM-G>2.0.ZU;2-9
Abstract
The Trans-Tokyo Bay Highway comprises the Ukishima access, two artific ial islands, at Kisarazu and Kawasaki, a shield tunnel, and a bridge. The ground along the route is soft clay or loose seabed mud, so variou s ground improvement works had to be carried out before the constructi on of large-scale structures could be commenced. In this report is des cribed how the sand compaction pile method (SCP), the slurry mixture c ement treatment method, the dry mixture cement treatment method, and t he deep mixing method (DMM) were used for ground stability and improve ment.