References
- Asphalt Academy. (2002). Interim technical guide TG2: The design and use of foamed bitumen treated materials (1st ed., pp. 1–131).
- Asphalt Academy. (2009). Technical guideline: Bitumen stabilised materials, a guideline for the design and construction of bitumen emulsion and foamed bitumen stabilised materials. TG2 (2nd ed.).
- Asphalt Institute. (1985). A basic asphalt emulsion manual (Manual Series No. 19) (2nd ed.). (1st ed. 1979). Federal Highway Administration FHWA of U.S. (pp. 1–231).
- Asphalt Recycling and Reclaiming Association. (2001). Basic asphalt recycling manual (pp. 1–270).
- Australian Asphalt Paving Association. (1997). Cold mix granular materials (pp. 1–18).
- Austroads. (2011). Guide to stabilisation in roadworks (pp. 1–151).
- Bierman, C. R. (2018, March). A design function for bitumen stabilised material performance based on laboratory and field evaluation (MEng (research) cum laude). University of Stellenbosch.
- Collings, D. C., & Jenkins, K. J. (2011). The long term behaviour of bitumen stabilised materials (BSMs). Conference on Asphalt Pavements for Southern Africa CAPSA 2011, Drakensberg, South Africa.
- COTO Draft Standard. (2019). Standard specifications for road and bridge works. Committee of Transport Officials (pp. 1–448). The South African Roads Agency (SOC) Limited.
- Hefer, A. W., & Jooste, F. J. (2008). Development of a pavement performance information system (PPIS). Revision of the South African pavement design method (Project PB/2006/PBIS). The South African National Roads Agency Ltd.
- Jenkins, K. J. (2000). Mix design considerations for cold and half-warm bituminous mixes with emphasis on foamed bitumen [Doctoral dissertation, Stellenbosch University].
- Jenkins, K. J., Collings, D. C., & Jooste, F. J. (2008). TG2: The design and Use of foamed bitumen treated materials. Shortcomings and Imminent Revisions. Recycling and Stabilisation Conference, Auckland, New Zealand. pp. 1–16.
- Johns, F. M., & Hefer, A. W. (2020). Revision of the pavement number pavement design method and the DEMAC material classification system (Technical Report). Rubicon Solutions.
- Jooste, F. J., Long, F. M., & Hefer, A. O. (2007a). A knowledge based structural design method for pavements incorporating bitumen stabilised materials (Technical Memorandum). Modelling and Analysis Systems, Cullinan, South Africa. SABITA/Gauteng Department of Public Transport, Roads and Works (GDPTRW report number: CSIR/BE/IE/ER/2007/0004/B).
- Jooste, F. J., Long, F. M., & Hefer, A. W. (2007b). A method for consistent classification of materials for pavement rehabilitation and design (Technical Memorandum). Modelling and Analysis Systems, Cullinan, South Africa. SABITA/Gauteng Department of Public Transport, Roads and Works (GDPTRW report number: CSIR/BE/IE/ER/2007/0005/B).
- Sabita. (1993). GEMS – the design and use of granular emulsion mixes, Manual 14.
- Sabita. (1999). ETB: The design and use of emulsion-treated bases, Manual 21.
- Sabita. (2020). Technical guideline TG2: Bitumen stabilised materials: A guideline for the design and construction of bitumen emulsion and foamed bitumen stabilised materials (3rd ed., pp. 1–221). ISBN 978-1-874968-77-1.
- SAPEM. (2014). South African pavement engineering manual. South African National Roads Agency SOC Ltd. ISBN 978-1-920611-00-2.
- SATCC. (1998). Code of practice for pavement design.
- Theyse, H. L. (2007). A mechanistic-empirical design model for unbound granular pavement layers [Doctoral thesis, University of Johannesburg].
- USIRF and SFERB. (2008). Bitumen emulsions. USIRF-Routes de France (Red book), pp. 1–339.
- Wirtgen, G. (2012). Wirtgen cold recycling technology (1st ed.). Wirtgen GmbH, pp. 1–370.