ASCE 28 00 2000
$29.79
ASCE Standard 28 Standard Practice for Direct Design of Precast Concrete Box
Published By | Publication Date | Number of Pages |
ASCE | 2000 | 68 |
This Standard provides the latest in design and recommended installation procedures for precast concrete box sections for jacking in trenchless construction intended for the conveyance of sewage, industrial wastes, storm water and drainage, and for utilities and access ways. The Direct Design Method accounts for the interaction between the box section and soil or grout envelope in determining loads and distribution of earth pressure on buried box sections in additions to longitudinal loads due to jacking. The loads and pressure distributions are used to calculate circumferential moment, thrust, and shear in the wall/slab to determine required reinforcement. The design criteria include: structural aspects, such as circumferential flexure, thrust, and shear strengths; crack width control; longitudinal thrust produced by jacking; and handling and installation
PDF Catalog
PDF Pages | PDF Title |
---|---|
17 | Design Requirements By Jacking Cont Design Requirements By Jacking Cont 10.0 Design Requireme 10.0 Design Requireme |
19 | 11.0 Materials 11.0 Materials Transverse Loads Transverse Loads |
24 | Stress Analysis for Effects of Transverse Loads Stress Analysis for Effects of Transverse Loads 15.0 Transverse Reinforcement 15.0 Transverse Reinforcement |
31 | 17.0 Box Section Designation 17.0 Box Section Designation |
32 | AI O Scope AI O Scope |
33 | B 1 O General B 1 O General |
34 | B2.0 Jacking Pit B2.0 Jacking Pit B3.0 Shields B3.0 Shields |
35 | B4.0 Joints B4.0 Joints B5.0 Excavation B5.0 Excavation B6.0 Jacking B6.0 Jacking Intermediate Jacking Stations Intermediate Jacking Stations B8.0 Lubrication and Coatings B8.0 Lubrication and Coatings |
36 | B9.0 Reception B9.0 Reception C1.O General C1.O General Jacking Resistance Jacking Resistance C3.0 Lubrication C3.0 Lubrication Jacking Operation Jacking Operation |