A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of Large Diameter Concrete Shaft (LDCS) Foundations (Phase 1)
The primary goal of the research project was the establishment of a design procedure to be used for large diameter (6' to 8') concrete shafts. Bridge designers commonly use these large diameter piles to support their structures. Not only are piles required to resist the vertical loads from the structure but also to resist the lateral loads, particularly under earthquake conditions. From a design viewpoint, it is important that the lateral stiffness of the pile-soil interaction be accurately estimated. A thorough literature search of the TRIS, COMPENDEX, and GEORFF databases, revealed Professor Reese's computer program, COM624, to be among the most promising for this class of soil-structure interaction problems.
Design of Large Diameter Concrete Shaft (LDCS) Foundations (Phase 1)
The primary goal of the research project was the establishment of a design procedure to be used for large diameter (6' to 8') concrete shafts. Bridge designers commonly use these large diameter piles to support their structures. Not only are piles required to resist the vertical loads from the structure but also to resist the lateral loads, particularly under earthquake conditions. From a design viewpoint, it is important that the lateral stiffness of the pile-soil interaction be accurately estimated. A thorough literature search of the TRIS, COMPENDEX, and GEORFF databases, revealed Professor Reese's computer program, COM624, to be among the most promising for this class of soil-structure interaction problems.
Design of Large Diameter Concrete Shaft (LDCS) Foundations (Phase 1)
F. Y. Feng (author) / P. N. Roschke (author)
1987
118 pages
Report
No indication
English
Highway Engineering , Transportation , Concrete structures , Shafts(Excavations) , Design , Lateral pressure , Loads(Forces) , Pile foundations , Pile structures , Numerical analysis , Plastic analysis , Soil mechanics , Subgrades , Foundations , Bridge foundations , Mathematical models , Computer programs , Manuals , Dynamic loads , Foreign technology
Field Tests of Super-Long and Large-Diameter Drilled Shaft Pile Foundations
| DOAJ | 2020
Behavior of post-installed large-diameter anchors in concrete foundations
| Online Contents | 2015
Employment decentralisation: Policy instruments for large cities in LDCs
| Elsevier | 1979