Skip to main content
Log in

Experimental Investigation on the Influence of Water Content on Mechanical Properties and Failure Characteristics of Tuff

  • Original Paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

In order to explore the influence of water content on the mechanical properties and failure characteristics of tuff, uniaxial compression experiments are conducted for tuff with different drying times. The tuff samples are divided into three groups by different drying time named group #, group H and group G, with the drying time increasing in turn. The change rate of water content (WCR) in group H increases linearly with drying time, while that in group G increases steeply first and then slowly, and finally tends to be stable with the mean of WCR at 2.58%. The WCR of tuff is negatively correlated with the mechanical parameters such as the uniaxial compressive strength, and is directly proportional to the coefficient CV of the discreteness in mechanical parameters for each group samples, which means that the lower the WCR, the higher the tuff strength, and the smaller the discreteness in mechanical parameters of same group rock samples. The coincident degree of the stress–strain curves of rock samples in group # and group H is high at the fracture compaction stage, while the difference is obvious in the curves of tuff sample for group G. The rock samples of group # are affected by the pore water pressure, and the microscopic tensile failure characteristics are significant. The specimens of group # show a “shear-tension” mixed failure, and the samples in group H and group G are affected by the localized defects to appear shear failure.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

References

  • Arnould M (2006) Discontinuity networks in mudstones: a geological approach. Bull Eng Geol Environ 65(4):413–422

    Article  Google Scholar 

  • ASTM D4543-08 (2008) Standard practices for preparing rock core as cylindrical test specimens and verifying conformance to dimensional and shape tolerances. ASTM International, West Conshohocken

    Google Scholar 

  • Bao YN (1985) Structural characteristics and genetic significance of different occurrence of tuff in Zhejiang Province of China. Chin J Zhejiang Land Resour 1985(1):15–24

    Google Scholar 

  • Bao YN (1986) Characteristics of tuff in Zhejiang Province. J Region Geol China 1986(3):228–238

    Google Scholar 

  • Bruno MS, Nakagawa FM (1991) Pore pressure influence on tensile fracture propagation in sedimentary rock. Int J Rock Mech Min Sci Geomech Abstr 28(4):261–273

    Article  Google Scholar 

  • Cai MF, He MC, Liu DY (2013) Rock mechanics and engineering. The Science Publishing Company, Beijing

    Google Scholar 

  • Chen T, Yao QL, Wei F et al (2017) Effects of water intrusion and loading rate on mechanical properties of and crack propagation in coal–rock combinations. Chin J Central South Univ 24(2):423–431

    Article  Google Scholar 

  • Deng HF, Yuan XF, Li JL et al (2013) Experimental research on influence of saturation degree on sandstone longitudinal wave velocity and strength. Chin J Rock Mech Eng 32(8):1625–1631

    Google Scholar 

  • Fan Z (2018) Research on failure mechanism and reinforcement technology of tuff high slope with different degree of weathering. Chang’an University, Xi’an

    Google Scholar 

  • Hadizadeh J, Law RD (1991) Water-weakening of sandstone and quartzite deformed at various stress and strain rates. Int J Rock Mech Min Sci Geomech Abstr 28(5):431–439

    Article  Google Scholar 

  • Han YW, Wang GW, Ma HF (2019) Influence of argillaceous content on mechanical properties and failure characteristics of sandstone. Chin J Saf Coal Mines 50(4):46–49

    Google Scholar 

  • Li D, Wong LNY, Liu G et al (2012) Influence of water content and anisotropy on the strength and deformability of low porosity meta-sedimentary rocks under triaxial compression. Eng Geol 126:46–66

    Article  Google Scholar 

  • Li TB, Chen ZQ, Chen GQ et al (2015) An experimental study of energy mechanism of sandstone with different moisture contents. Chin J Rock Soil Mech 36(S2):229–236

    Google Scholar 

  • Ma J (2016) Mechanism of reservoir formation and hydrocarbon accumulation of sedimentary organic-matter-bearing tuffaceous tight oil in the Malang Sag, Northwest China. China University of Petroleum, Beijing

    Google Scholar 

  • Ma HF, Yin DW, Chen SJ et al (2018) Research on soaking effects on the tensile strength and failure characteristics of rock. Chin J Min Res Dev 38(4):56–60

    Google Scholar 

  • Mu SC (2000) Physical and chemical features of tuff and its development and application. China Min Mag 3:20–23

    Google Scholar 

  • Risnes R, Haghighi H, Korsnes RI et al (2003) Chalk–fluid interactions with glycol and brines. Tectonophysics 370(1–4):213–226

    Article  Google Scholar 

  • Su CD, Wu QH (2011) Study of mechanical property of limestone specimens with natural continuous weak plane. Chin J Rock Mech Eng 30(S2):3944–3952

    Google Scholar 

  • Tang LS, Zhou CY (1996) Analysis on mechanism of permeation and hydrochemical action resulting in failure of loaded rock mass. Chin J Acta Sci Nat Univ Sunyatseni 35(6):95–100

    Google Scholar 

  • Tang OL, Li TB, Chen GQ (2016) Experimental study of the effect of moisture content on progressive failure process of sandstone. Chin J Exp Mech 31(4):503–510

    Google Scholar 

  • Tian BT (2012) Experimental research on the disintegration characteristics of expandable tuff. Changsha University of Science and Technology, Changsha

    Google Scholar 

  • Vásárhelyi B (2005) Statistical analysis of the influence of water content on the strength of the miocene limestone. Rock Mech Rock Eng 38(1):69–76

    Article  Google Scholar 

  • Vishal V, Ranjith PG, Singh TN (2015) An experimental investigation on behavior of coal under fluid saturation, using acoustic emission. J Nat Gas Sci Eng 22:428–436

    Article  Google Scholar 

  • Wu JY, Feng MM, Zhang WL et al (2019) Confining pressure and pore pressure effect on the energy dissipation of water-saturated sandstone. Chin J Basic Sci Eng 27(1):180–193

    Google Scholar 

  • Xiao YX, Wang YJ, Lu SZ et al (1999) Assessment of hydromechanically equivalent continuum model for fractured rock mass. Chin J Rock Mech Eng 18(1):75–80

    Google Scholar 

  • Yang YJ, Chen SJ (2005) Research on the experimental technology of strength dispersion of the same kind of rock. Chin J Exp Technol Manag 1:51–53

    Google Scholar 

  • Yao Q, Chen T, Ju M et al (2016) Effects of water intrusion on mechanical properties of and crack propagation in coal. Rock Mech Rock Eng 49(12):1–11

    Article  Google Scholar 

  • Yilmaz I (2010) Influence of water content on the strength and deformability of gypsum. Int J Rock Mech Min Sci 47(2):342–347

    Article  Google Scholar 

  • You QM, Chen XL, Su CD (2011) Brazilian splitting strengths of discs and rings of rocks in dry and saturated conditions. Chin J Rock Mech Eng 30(3):464–472

    Google Scholar 

  • Zhu J, Deng JH, Huang YM et al (2019) Experimental study on the characteristic strength of saturated marble. Chin J Rock Mech Eng 38(6):1129–1138

    Google Scholar 

Download references

Acknowledgements

We gratefully acknowledge financial support from the Joint Fund of National Natural Science Foundation of China (U1704242), State Key Research Development Program of China (2018YFC0808402), State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining & Technology, Beijing (SKLGDUEK2017).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hongfa Ma.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Song, Y., Ma, H., Li, X. et al. Experimental Investigation on the Influence of Water Content on Mechanical Properties and Failure Characteristics of Tuff. Geotech Geol Eng 39, 2871–2882 (2021). https://doi.org/10.1007/s10706-020-01661-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-020-01661-3

Keywords

Navigation