Orthogonal design study for numerical modeling of deformation of multipropped deep foundation pit

Yantu Lixue/Rock and Soil Mechanics

Volumn 26, Issue 11, 2005, Pages 1771-1774

  Sun, Shu Lin ^a   Wu, Shao Ming ^a   Pei, Hong Jun ^a  

^a HOHAI UNIVERSITY   (China)

Author keywords

Displacement flexibility number; Finite element modeling; Multipropped excavation; Orthogonal design

Indexed keywords

ARCHITECTURAL DESIGN; DEFORMATION; EXCAVATION; FINITE ELEMENT METHOD; FLEXIBLE STRUCTURES; MATHEMATICAL MODELS; RETAINING WALLS; STIFFNESS;

DISPLACEMENT FLEXIBILITY NUMBER; FINITE ELEMENT MODELING; MULTIPROPPED DEEP FOUNDATION PIT; MULTIPROPPED EXCAVATION; ORTHOGONAL DESIGN;

FOUNDATIONS;

EID: 29144528149     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. Potts D M, Flourie A B. The effect of wall on the behaviour of a propped retaining wall[J]. Geotechnique, 1985, 35: 347-352.
2. Rowe P. Anchored sheet pile walls[A]. Proceedings of Institution of Civil Engineering[C]. London:[s.n.], 1952.
3. Clough G W, Smith E M, Sweeney B P. Movement control of excavation support systems by iterative design[A]. Current Principles and Practices, Foundation Engineering Congress[C]. USA: American Society of Civil Engineers, 1989.
4. Addenbrook T I. Displacement controlled design of mulipropped retaining wall[J]. Ground Engineering, London, 1994, 27(7): 41-45.