Assessing Failure Envelopes of Soil–Fly Ash–Lime Blends-Reference-Cited by-同舟云学术

Assessing Failure Envelopes of Soil–Fly Ash–Lime Blends

Published:2015-05 Issue:5 Volume:27 Page:04014174
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Consoli Nilo Cesar¹,Festugato Lucas²,Consoli Bernardo Scapini³,da Silva Lopes Luizmar⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Ave. Osvaldo Aranha 99–3 andar, Porto Alegre, RS 90035-190, Brazil (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Ave. Osvaldo Aranha 99–3 andar, Porto Alegre, RS 90035-190, Brazil.

3. Research Assistant, Dept. of Computer Science, Catholic Univ. of Rio Grande do Sul, Ave. Ipiranga 6681, Porto Alegre, RS 90619-900, Brazil.

4. Director, Multisolos Piles and InSitu Testing, Rua Bento Gonçalves 578/903, Passo Fundo, RS 99010-010, Brazil; formerly, D.Sc. Student at Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001134

Reference30 articles.

1. ASTM. (1998). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use as a mineral admixture in concrete.” C618 West Conshohocken PA.

2. ASTM. (2000). “Standard classification of soils for engineering purposes (unified soil classification system).” D2487 West Conshohocken PA.

3. ASTM. (2011). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496 West Conshohocken PA.

4. ASTM. (2012). “Standard test method for compressive strength of cylindrical concrete specimens.” C39 West Conshohocken PA.

5. Brazilian Standard Association (ABNT). (1980). “Mortar and concrete—Test method for compressive strength of cylindrical specimens.” NBR 5739 Rio de Janeiro Brazil (in Portuguese).

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