Swell-shrink behaviour of cement with fly ash-stabilised lakebed sediment-Reference-Cited by-同舟云学术

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Swell-shrink behaviour of cement with fly ash-stabilised lakebed sediment

Published:2021-01-11 Issue:3 Volume:80 Page:2617-2628
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Chompoorat Thanakorn,Thanawong Krisdha,Likitlersuang Suched^ORCID

Funder

University of Phayao

Chulalongkorn University

National Research Council of Thailand

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-020-02069-2.pdf

Reference43 articles.

1. Abbey SJ, Eyo EU, Ng’ambi S (2020) Swell and microstructural characteristics of high-plasticity clay blended with cement. Bull Eng Geol Environ 79:2119–2130. https://doi.org/10.1007/s10064-019-01621-z

2. ASTM D 1633 (2000) Standard test method for compressive strength of molded soil-cement cylinders. ASTM International, USA. https://doi.org/10.1520/D1633-00

3. ASTM D 1557 (2012) Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2700 kN-m/m3)). ASTM International, USA. https://doi.org/10.1520/D1557-12E01

4. ASTM D 1883 (2016) Standard test method for California bearing ratio (CBR) of laboratory-compacted soils. ASTM International, USA. https://doi.org/10.1520/D1883-16

5. ASTM D 427 (2004) Test method for shrinkage factors of soils by the mercury method. ASTM International, USA. https://doi.org/10.1520/D0427-04

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