Methodology of layers’ compaction control through dynamic cone penetrometer (DCP)

Author:

Thives Liseane PadilhaORCID,Trichês GlicérioORCID

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference45 articles.

1. Alves ABC (2001) Avaliação da capacidade de suporte e controle tecnológico de execução da camada final de terraplenagem utilizando o penetrômetro dinâmico de cone. [Evaluation of support capacity and technological control of final earthwork layer execution using dynamic cone penetrometer]. Master’s Thesis. Federal University of Santa Catarina, Brazil. [in Portuguese]

2. Amini F (2003) Potential applications of the static and dynamic cone penetrometers in MDOT pavement design and construction. Final Report, FHWA/MS-DOT-RD-03–162. Jackson State University, Jackson, MS, USA. Available at: file:///D:/Downloads/dot_24148_DS1.pdf

3. Angelone S, Tosticarelli J, Martinez F (1991) El penetrometro dinâmico de cono. su aplicación al control y diseño estructural de pavimentos. In: Congresso Ibero-Latinoamericano del Asfalto, 11 al 22 de noviembre de 1991, Santiago de Chile, Chile

4. ASTM (American Society for Testing and Material) (2007) ASTM D698: standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM International, West Conshohocken, PA, USA

5. ASTM (American Society for Testing and Material) (2016) ASTM D1883: standard test method for California Bearing Ratio (CBR) of laboratory-compacted soils. ASTM International, West Conshohocken, PA, USA

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