Construction Guidelines

B. R. Christopher and R. D. Holt2, Geotextile Design and Construction Guidelines Participant Notebook, rev. ed.. National Highway Institute, Washington, D.C., 1992. 

The relationships between these domains are described by physical laws. In consequence, construction guidelines for technical systems make use of these domain definitions for preliminary system approaches. The resulting overall approach to the principle of operation of a system is depicted in Figure 3.1. 

Recommendation 3. Together with stakeholders, BOEM and BSEE should assess in detail the adequacy of current U.S. (e.g., OSHA and USCG) and foreign (e.g., UK Health and Safety Executive) regulations and marine construction guidelines in addressing the hazards for offshore wind farm worker health and safety on the OCS. 

Reese, L. C. and S. J. Wright. 1977. Drilled Shafts Design and Construction, Guideline Manual, Vol. i Construction Procedures and Design for Axial Load, U.S. Department of Transportation, Federal Highway Administration, July, Washington, DC. 

FHWA, Geosynthetics Design and Construction Guidelines, Federal Highway Administration, FHWA-HI-95-038, Washington, DC (1995). 

The performance levels to be expected from a variety of different sports shoe materials and constructions are reviewed. Recommendations for upper materials for use in sports footwear and constructional guidelines are presented. The suitability and minimum thicknesses of soles for sports shoes are indicated and methods of avoiding discolouration problems and adhesion problems are highlighted. 

Some of the major policy and programmatic endeavors to assure seismic resilient construction of schools, worldwide, as of 2013, have involved important steps such as providing risk maps for safe school site selection, construction guidelines, standards, and oversight and commitments to safe school construction in the context of both post-disaster reconstruction and new school construction to meet Millennium Development Goals. 

Bell et al., 1977). This work culminated in the first US Federal Highway Administration design and construction guidelines (Steward et al., 1977 Bell et al., 1975 Mohney, 1977 Steward et al., 1977 Bell and Steward, 1977). An altogether different application was developed in 1966 by Phillips Petroleum Co. using field bitumen-saturated nonwoven needle-punched fabrics to control reflective cracking in asphalt pavement overlays (Dykes, 1985). 

Figure 14.2 Thickness design curves with geosynthetics for (a) single and (b) dual wheel loads. FHWA-NHI-07-092, Holtz, R.D., Christopher, B.R., Berg, R.R., 2008. Geosynthetic Design and Construction Guidelines, Participant Notebook, NHI Course No. 13213, FHWA Publication No. FHWA HI-95-038 (revised). Federal Highway Administration, Washington, DC. After Steward et al. (1977).

BP-08 Use Airport-Specific Sustainable Planning, Design and Construction Guidelines... 

---