Published

2017-10-01

Direct Shear Test of Unsaturated Soil

Ensayo de cizallamiento directo en suelos no saturados

DOI:

https://doi.org/10.15446/esrj.v21n4.66103

Keywords:

Unsaturated soil, direct shear test, matric suction (en)
suelos no saturados, cizallamiento directo, succión matricial. (es)

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Authors

  • Peng He School of Civil Engineering and Architectur, Xi’an University of Technology, Xi’an 710048, China
  • Liuying Sun College of Civil Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450011, China.
  • Zhen Wang

The present study focuses on some tentative laboratory tests using a newly-constructed modified direct shear test apparatus. The single-stage and multistage direct shear tests were performed to determine the shear rate and test scheme of unsaturated shear test. Shear strength parameters of unsaturated soil in different conditions are obtained and the tests indicate good agreement with typical theories of unsaturated soil, the nonlinear matric suction failure envelope is determined. Some shear strength equations are also fitted through the experimental results. 

El presente estudio se basa en varias pruebas de laboratorio montadas en una máquina de experimentos recientemente construida y modificada para este objetivo. Se realizaron las pruebas monofase y multifase de cizallamiento para determinar el punto de corte y el modelo de cizallamiento no saturado. De esta manera se obtuvieron los parámetros de cizallamiento de suelos no saturados bajo diferentes condiciones y los resultados coincidieron con las teorías evaluadas en esta materia. También se determinó la curva de corte para la succión matricial no lineal. Algunas ecuaciones de fuerza de cizallamiento también encajan en los resultados experimentales. 

References

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How to Cite

APA

He, P., Sun, L. and Wang, Z. (2017). Direct Shear Test of Unsaturated Soil. Earth Sciences Research Journal, 21(4), 183–188. https://doi.org/10.15446/esrj.v21n4.66103

ACM

[1]
He, P., Sun, L. and Wang, Z. 2017. Direct Shear Test of Unsaturated Soil. Earth Sciences Research Journal. 21, 4 (Oct. 2017), 183–188. DOI:https://doi.org/10.15446/esrj.v21n4.66103.

ACS

(1)
He, P.; Sun, L.; Wang, Z. Direct Shear Test of Unsaturated Soil. Earth sci. res. j. 2017, 21, 183-188.

ABNT

HE, P.; SUN, L.; WANG, Z. Direct Shear Test of Unsaturated Soil. Earth Sciences Research Journal, [S. l.], v. 21, n. 4, p. 183–188, 2017. DOI: 10.15446/esrj.v21n4.66103. Disponível em: https://revistas.unal.edu.co/index.php/esrj/article/view/66103. Acesso em: 19 apr. 2024.

Chicago

He, Peng, Liuying Sun, and Zhen Wang. 2017. “Direct Shear Test of Unsaturated Soil”. Earth Sciences Research Journal 21 (4):183-88. https://doi.org/10.15446/esrj.v21n4.66103.

Harvard

He, P., Sun, L. and Wang, Z. (2017) “Direct Shear Test of Unsaturated Soil”, Earth Sciences Research Journal, 21(4), pp. 183–188. doi: 10.15446/esrj.v21n4.66103.

IEEE

[1]
P. He, L. Sun, and Z. Wang, “Direct Shear Test of Unsaturated Soil”, Earth sci. res. j., vol. 21, no. 4, pp. 183–188, Oct. 2017.

MLA

He, P., L. Sun, and Z. Wang. “Direct Shear Test of Unsaturated Soil”. Earth Sciences Research Journal, vol. 21, no. 4, Oct. 2017, pp. 183-8, doi:10.15446/esrj.v21n4.66103.

Turabian

He, Peng, Liuying Sun, and Zhen Wang. “Direct Shear Test of Unsaturated Soil”. Earth Sciences Research Journal 21, no. 4 (October 1, 2017): 183–188. Accessed April 19, 2024. https://revistas.unal.edu.co/index.php/esrj/article/view/66103.

Vancouver

1.
He P, Sun L, Wang Z. Direct Shear Test of Unsaturated Soil. Earth sci. res. j. [Internet]. 2017 Oct. 1 [cited 2024 Apr. 19];21(4):183-8. Available from: https://revistas.unal.edu.co/index.php/esrj/article/view/66103

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CrossRef citations1

1. Yong Wang, Zihan Wang, Han Yan, Shiyu Li, Yunhao Cui. (2021). Construction and experimental analysis of permeability prediction model of unsaturated clay. Arabian Journal of Geosciences, 14(7) https://doi.org/10.1007/s12517-021-06897-8.

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