Lam, SY and Haigh, SK and Bolton, MD (2012) Understanding ground deformation mechanisms during multi-propped excavation in soft clay. Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. pp. 377-385.Full text not available from this repository.
To maximize the utility of high land cost in urban development, underground space is commonly exploited, both to reduce the load acting on the ground and to increase the space available. The execution of underground constructions requires the use of appropriate retaining wall and bracing systems. Inadequate support systems have always been a major concern, as any excessive ground movement induced during excavation could cause damage to neighboring structures, resulting in delays, disputes and cost overruns. Experimental findings on the effect of wall stiffness, depth of the stiff stratum away from the wall toe and wall toe fixity condition are presented and discussed. © 2012 Taylor & Francis Group.
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Unnamed user with email email@example.com|
|Date Deposited:||18 May 2016 18:53|
|Last Modified:||30 Jun 2016 03:17|