Analysis of Factors Affecting the Compressive Strength of Cement Stabilized Gravel
Creators
- 1. School of Highway, Chang'an University, Xi'an 710064 (China)
Description
The compressive strength of cement stabilized gravel is an important parameter of pavement base design and performance evaluation. In this study, the parameter selection of the compressive strength of cement stabilized macadam as the research direction, by collecting both the compressive strength of cement stabilized macadam mixture test data, establishing database of strength, obtain various parameters represent value under different reliability, analysis of specimen forming method, type of aggregate gradation and different influence factors such as the relationship between the compressive strength of the cement stable macadam mixture, using the mathematical regression method, set up under the condition of different curing ages, cement dose the prediction equation of intensity of verified the established logarithm model has higher fitting precision and can provide for pavement structure design and performance forecast value basis. (paper)
Availability note (English)
Available from http://dx.doi.org/10.1088/1757-899X/381/1/012030Additional details
Identifiers
Publishing Information
- Journal Title
- IOP Conference Series. Materials Science and Engineering (Online)
- Journal Volume
- 381
- Journal Issue
- 1
- Journal Page Range
- [5 p.]
- ISSN
- 1757-899X
Conference
- Title
- 4. Annual International Workshop on Materials Science and Engineering
- Acronym
- IWMSE2018
- Dates
- 18-20 May 2018
- Place
- Xi'an (China)
INIS
- Country of Publication
- United Kingdom
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 52091879
- Subject category
- S36: MATERIALS SCIENCE;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- ACCURACY; CEMENTS; COMPRESSION STRENGTH; CURING; MIXTURES; PAVEMENTS; PERFORMANCE; RELIABILITY
- Descriptors DEC
- BUILDING MATERIALS; DISPERSIONS; MATERIALS; MECHANICAL PROPERTIES