Performance of a stiff support system in soft clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 128, Issue 8, 2002, Pages 660-671

  Finno, Richard J ^a,b   Bryson, Sebastian ^a,c   Calvello, Michele ^b  

^a ASCE ^*  (United States)

^b Northwestern University   (United States)

^c OHIO UNIVERSITY   (United States)

Author keywords

Chicago; Excavation; Illinois; Shallow foundations; Soft soils; Supports; Underground structures

Indexed keywords

STIFF SUPPORT SYSTEMS;

BUILDINGS; EXCAVATION; FOUNDATIONS; SOIL MECHANICS; STIFFNESS; STRUCTURAL LOADS; SUPPORTS; WALLS (STRUCTURAL PARTITIONS);

GEOTECHNICAL ENGINEERING;

EXCAVATION; FOUNDATION; SOFT CLAY; SUPPORT STRUCTURE; UNDERGROUND CONSTRUCTION;

UNITED STATES;

EID: 0036683096     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2002)128:8(660)     Document Type: Article

References (7)

1. Influence of depositional processes on the geotechnical parameters of Chicago glacial clays
2. Movement control of excavation support systems by iterative design
3. Performance of two slurry wall systems in Chicago
4. Observed performance of a deep excavation in clay
5. Response of building adjacent to stiff excavation support system in soft clay
6. Shape of ground surface settlement profiles caused by excavation
7. Three-dimensional finite-element analysis of deep excavations