Design of a three-dimensional earth pressure device and its application in a tailings dam construction simulation experiment-Reference-Cited by-同舟云学术

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Design of a three-dimensional earth pressure device and its application in a tailings dam construction simulation experiment

Published:2021-02-12 Issue:7 Volume:16 Page:2203-2216
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Chen Zhixiang,Guo Xiaoxia^ORCID,Shao Longtan,Li Shunqun,Tian Xiaojian

Funder

National Key Laboratory Funding of Independent Research Project

National Natural Science Foundation of China

National Natural Science Foundation of Liaoning

Tianjin Key Research and Development Project

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-020-01138-w.pdf

Reference31 articles.

1. Ahmed MR, Tran VDH, Meguid MA (2015) On the role of geogrid reinforcement in reducing earth pressure on buried pipes: experimental and numerical investigations. Soils Found 55:588–599

2. Ajovalasit A, D’Acquisto L, Fragapane S, Zuccarello B (2007) Stiffness and reinforcement effect of electrical resistance strain gauges. Strain 43:299–305

3. Borges JAR, Pires LF, Cassaro FAM, Roque WL, Heck RJ, Rosa JA, Wolf FG (2018) X-ray microtomography analysis of representative elementary volume (REV) of soil morphological and geometrical properties. Soil Tillage Res 182:112–122

4. Chernov IA (1991) Determination of transverse of resistor strain-gauges. Meas Tech USSR 34:249–253

5. Clayton CRI, Bica AVD (1993) The design of diaphragm-type boundary total stress cells. Geotechnique 43:523–535

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