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2018 | OriginalPaper | Buchkapitel

Correlations Between DCP Penetration Index and Properties of Pavement Layer Materials

verfasst von : Suppakorn Wachiraporn, Auckpath Sawangsuriya, Wilailak Sramoon

Erschienen in: Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures

Verlag: Springer Singapore

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Abstract

This paper presents correlations between penetration index measured from dynamic cone penetrometer (DCP) and properties of pavement layer materials. A series of DCP tests were conducted both in the laboratory and in the field. The DCP data were analyzed and interpreted to generate a representative value of penetration per blow or DCP penetration index (DPI) for the material being tested at a given test condition. Basic properties of pavement layer materials e.g. crushed rock base, soil-aggregate subbase, sand embankment, natural subgrade etc. were tested and reported herein. By achieving appropriate moisture content and compaction quality, the empirical relationships between DPIs and properties of pavement layer materials from different test conditions indicated reasonable trends and thus confirmed its potential adoption for routine pavement layer evaluation in Thailand.

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Literatur
1.
Zurück zum Zitat Sawangsuriya, A., Edil, T.B.: Evaluating stiffness and strength of pavement materials. Proc. Inst. Civ. Eng.-Geotech. Eng. 158(4), 217–230 (2005)CrossRef Sawangsuriya, A., Edil, T.B.: Evaluating stiffness and strength of pavement materials. Proc. Inst. Civ. Eng.-Geotech. Eng. 158(4), 217–230 (2005)CrossRef
2.
Zurück zum Zitat ASTM D6951: Standard test method for use of the dynamic cone penetrometer in shallow pavement applications, ASTM International, West Conshohocken, PA (2015) ASTM D6951: Standard test method for use of the dynamic cone penetrometer in shallow pavement applications, ASTM International, West Conshohocken, PA (2015)
3.
Zurück zum Zitat ASTM D698: Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3) (600 kN-m/m3)), ASTM International, West Conshohocken, PA (2012) ASTM D698: Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3) (600 kN-m/m3)), ASTM International, West Conshohocken, PA (2012)
4.
Zurück zum Zitat ASTM D1557: Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3) (2,700 kN-m/m3), ASTM International, West Conshohocken, PA (2012) ASTM D1557: Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3) (2,700 kN-m/m3), ASTM International, West Conshohocken, PA (2012)
5.
Zurück zum Zitat ASTM D1883: Standard test methods for California bearing ratio (CBR) of laboratory-compacted soils, ASTM International, West Conshohocken, PA (2016) ASTM D1883: Standard test methods for California bearing ratio (CBR) of laboratory-compacted soils, ASTM International, West Conshohocken, PA (2016)
6.
Zurück zum Zitat Sawangsuriya, A.: Performance-based in situ tests for compaction quality control of pavement layers. In: International Conference on Maintenance and Rehabilitation of Constructed Infrastructure Facilities (MAIREINFRA), Seoul (2017, in press) Sawangsuriya, A.: Performance-based in situ tests for compaction quality control of pavement layers. In: International Conference on Maintenance and Rehabilitation of Constructed Infrastructure Facilities (MAIREINFRA), Seoul (2017, in press)
7.
Zurück zum Zitat Edil, T.B., Sawangsuriya, A.: Investigation of the DCP and SSG as alternative methods to determine subgrade stability, Report No. 0092-01-05, Wisconsin Department of Transportation, WI (2005) Edil, T.B., Sawangsuriya, A.: Investigation of the DCP and SSG as alternative methods to determine subgrade stability, Report No. 0092-01-05, Wisconsin Department of Transportation, WI (2005)
8.
Zurück zum Zitat Ampadu, S.I.K., Ackah, P., Nimo, F.O., Boadu, F.: A laboratory study of horizontal confinement effect on the dynamic cone penetration index of a lateritic soil in the laboratory. Transp. Geotech. 10, 47–60 (2017)CrossRef Ampadu, S.I.K., Ackah, P., Nimo, F.O., Boadu, F.: A laboratory study of horizontal confinement effect on the dynamic cone penetration index of a lateritic soil in the laboratory. Transp. Geotech. 10, 47–60 (2017)CrossRef
Metadaten
Titel
Correlations Between DCP Penetration Index and Properties of Pavement Layer Materials
verfasst von
Suppakorn Wachiraporn
Auckpath Sawangsuriya
Wilailak Sramoon
Copyright-Jahr
2018
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-10-6713-6_38