标准目录：Document Contents
AS 2870.1-1988 RESIDENTIAL SLABS AND FOOTINGS - CONSTRUCTION
PREFACE
CONTENTS
SECTION 1. SCOPE AND GENERAL
1.1 SCOPE.
1.2 APPLICATION.
1.3 DESIGN REQUIREMENTS.
1.4 REFERENCED DOCUMENTS.
1.5 DEFINITIONS.
1.6 NOTATION.
1.7 REINFORCEMENT DESIGNATION AND EQUIVALENCES.
1.7.1 Trench mesh.
1.7.2 Fabric.
1.7.3 Reinforcing bars.
SECTION 2. SITE CLASSIFICATION
2.1 GENERAL.
2.1.1 Designation.
2.1.2 Classification.
2.1.3 Effect of site works on classification.
2.1.4 Design of footing systems.
2.1.5 Allowable bearing pressure.
2.2 NATURAL CLASS A AND CLASS S SITES.
2.2.1 Sand or rock site.
2.2.2 Silt sites.
2.2.3 Slightly reactive clay sites.
2.2.4 Sites underlain by clay.
2.3 NATURAL CLASS M, CLASS H AND CLASS E SITES.
2.4 CLASS P SITES.
2.4.1 General.
2.4.2 Soft soils.
2.5 EFFECT OF FILL ON NATURAL CLASSIFICATION
2.5.1 Shallow fill.
2.5.2 Deep sand fill.
2.5.3 Deep fill other than sand.
2.5.4 Reclassification of filled sites.
SECTION 3. DESIGN OF FOOTING SYSTEMS CLASS A AND CLASSS SITES
3.1 FOOTING SYSTEM DESIGNATION.
3.2 DESIGN OF FOOTING SYSTEM.
3.2.1 Design procedure.
3.2.2 Design for single-leaf masonry.
3.2.3 Reinforced masonry.
3.2.4 Design for framed double-leaf masonry.
3.2.5 Design details and construction.
3.2.6 Outbuildings and extensions.
3.2.7 Partial rock foundation.
3.2.8 Complete rock foundation.
3.2.9 Rock outcrops.
3.2.10 Wind forces.
3.3 PIER-AND-BEAM, PIER-AND-SLAB OR PILESYSTEMS.
3.4 SUSPENDED CONCRETE FLOORS IN ONE-STOREY CONSTRUCTION.
3.5 FOOTING SYSTEMS FOR TWO-STOREY CONSTRUCTION WITH SUSPENDED CONCRETEFLOOR.
3.6 FOOTINGS FOR CONCENTRATED LOADS.
3.6.1 Footings for columns.
3.6.2 Footings for fireplaces.
SECTION 4. DESIGN OF FOOTING SYSTEMS CLASS M AND CLASS H SITES
4.1 FOOTING SYSTEMS DESIGNATION.
4.2 DESIGN OF FOOTING SYSTEMS.
4.2.1 Design procedure.
4.2.2 Design for single-leaf masonry.
4.2.3 Reinforced masonry.
4.2.4 Design for framed double-leaf masonry.
4.2.5 Masonry feature walls.
4.2.6 Design detailsand construction require- ments.
4.2.7 Outbuildings and extensions.
4.2.8 Partial rock foundation.
4.2.9 Rock outcrop.
4.2.10 Wind forces.
4.3 PIER-AND-BEAM, PIER-AND-SLAB OR4.4 CONCENTRATEDLOADSONFOOTING PILESYSTEMS.SYSTEMSFORR..
4.4 CONCENTRATED LOADS ON FOOTING SYSTEMS FOR REACTIVE CLAYS.
SECTION 5. DESIGN OF FOOTING SYSTEMS - REGIONS INCLUDING CLASS E SITES
5.1 GENERAL.
5.2 SITE CLASSIFICATION.
5.3 STRUCTURAL DESIGN.
5.3.1 Structural design for stable sites.
5.3.2 Structural design for stiffened rafts on reactive sites.
5.3.3 Structural design for waffle rafts on reactive sites.
5.3.4 Concession or extensions and outbuildings.
5.3.5 Reinforced masonry.
SECTION 6. CONSTRUCTION REQUIREMENTS
6.1 SLABS.
6.1.1 General.
6.1.2 Filling.
6.1.3 Foundation or slabs.
6.1.4 Vapour barrier.
6.1.5 Edge rebates.
6.1.6 General drainage requirements.
6.1.7 Permanent excavations.
6.1.8 Temporary excavations.
6.1.9 Recesses in slab panels.
6.1.10 Heating cables and pipes.
6.1.11 Concrete.
6.1.12 Reinforcement.
6.1.13 Shrinkage control.
6.1.14 Treatment of sloping sites.
6.1.15 Retention of fill under slabs.
6.2 STRIP AND PAD FOOTINGS.
6.2.1 General.
6.2.2 Foundation.
6.2.3 Concrete.
6.2.4 Reinforcement.
6.2.5 Stepping of footings.
6.2.6 Permanent excavations.
6.2.7 Temporary excavations.
6.3 BUILDING PRACTICES FOR CLASS M, CLASS H OR CLASS E SITES.
APPENDIX A - CLASSIFICATION OF DAMAGE