Creep properties and permeability evolution in triaxial rheological tests of hard rock in dam foundation

Wei-ya Xu, Ru-bin Wang, Wei Wang, Zhi-liang Zhang, Jiu-chang Zhang, Wen-yuan Wang

Journal of Central South University ›› 2012, Vol. 19 ›› Issue (1) : 252-261.

Journal of Central South University All Journals
Journal of Central South University ›› 2012, Vol. 19 ›› Issue (1) : 252-261. DOI: 10.1007/s11771-012-0999-0
Article

Creep properties and permeability evolution in triaxial rheological tests of hard rock in dam foundation

Author information +
History +

Abstract

Triaxial creep tests were carried out under seepage pressure by using rock servo-controlled triaxial rheology testing equipment. Based on experimental results, rock rheological properties influenced by seepage-stress coupling were studied, and variations of seepage rate with time in complete creep processes of rock were analyzed. It is shown that, when the applied stress is less than failure stress level, the creep deformation is not obvious, and its main form is steady-state creep. When applied stress level is greater than or less than but close to fracture stress, it is easier to see the increase of creep deformation and the more obvious accelerative creep characteristics. The circumferential creep deformation is obviously higher than the axial creep deformation. At the stage of steady-state creep, the average of seepage flow rate is about 4.7×10−9 m/s at confining pressure (σ3) of 2 MPa, and is about 3.9×10−9 m/s at σ3 of 6 MPa. It is seen that the seepage flow rate at σ3 of 2 MPa in this case is obviously larger than that at σ3 of 6 MPa. At the stage of creep acceleration, the seepage flow rate is markedly increased with the increase of time. The variation of rock permeability is directly connected to the growth and evolution of creep crack. It is suggested that the permeability coefficient in complete creep processes of rock is not a constant, but is a function of rock creep strain, confining pressure, damage variable and pore water pressure. The results can be considered to provide a reliable reference for the establishment of rock rheological model and parameter identification.

Keywords

rock mechanics / creep properties / volcanic breccia / triaxial rheology test / permeability evolution / creep damage

Cite this article

Download citation ▾
Wei-ya Xu, Ru-bin Wang, Wei Wang, Zhi-liang Zhang, Jiu-chang Zhang, Wen-yuan Wang. Creep properties and permeability evolution in triaxial rheological tests of hard rock in dam foundation. Journal of Central South University, 2012, 19(1): 252‒261 https://doi.org/10.1007/s11771-012-0999-0
This is a preview of subscription content, contact us for subscripton.

References

[1]
OdaM., TakemuraT., AokiT.. Damage growth and permeability change in triaxial compression tests of Inada granite [J]. Mechanics of Materials, 2002, 34(1): 313-331
CrossRef Google scholar
[2]
DavyC. A., SkoczylasF., BarnichonJ. D., LebonP.. Permeability of macro-cracked argillite under confinement gas and water testing [J]. Physics and Chemistry of the Earth, 2007, 32(1): 667-680
CrossRef Google scholar
[3]
JobmannM., WilsnackT.H., VoigtH. D.. Investigation of damage-induced permeability of Opalinus clay [J]. International Journal of Rock Mechanics & Mining Sciences, 2010, 47(1): 279-285
CrossRef Google scholar
[4]
SouleyM., HomandF., PepaS., HoxhaD.. Damage-induced permeability changes in granite: A case example at the URL in Canada [J]. International Journal of Rock Mechanics & Mining Sciences, 2001, 38(1): 297-310
CrossRef Google scholar
[5]
ZhaoY.-l., CaoP., WangW.-j., WanW., LiuY.-ke.. Viscoelasto-plastic rheological experiment under circular increment step load and unload and nonlinear creep model of soft rocks [J]. Journal of Central South University of Technology, 2009, 16(1): 488-494
CrossRef Google scholar
[6]
JuJ. W., LeeX.. Micromechanical damage model for brittle solids, I: tensile loadings [J]. Journal of Engineering Mechanics, 1991, 117(7): 1495-1514
CrossRef Google scholar
[7]
OttoS., TillP., HartmutK.. Development of damage and permeability in deforming rock salt [J]. Engineering Geology, 2001, 61(1): 163-180
[8]
TangC.-a., ThamL. G., LeeP. K. K., YangT.-h., LiL.-chong.. Coupled analysis of flow, stress and damage (FSD) in rock failure [J]. International Journal of Rock Mechanics & Mining Sciences, 2002, 39(1): 477-489
CrossRef Google scholar
[9]
LiY.-p., WangZ.-y., TangM.-m., WangYi.. Relations of complete creep processes and triaxial stress-strain curves of rock [J]. Journal of Central South University of Technology, 2008, 15(1): 311-315
CrossRef Google scholar
[10]
FabreG., PelletF.. Creep and time-dependent damage in argillaceous rocks [J]. International Journal of Rock Mechanics & Mining Sciences, 2006, 43: 950-960
CrossRef Google scholar
[11]
YeY.-x., LiuG.-ting.. Research on coupling characteristics of fluid flow and stress within rock [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(14): 2518-2525
[12]
WangJ.-a., PengS.-p., MengZ.-ping.. Permeability rule in full strain-stress process of rock under triaxial compression [J]. Journal of University of Science and Technology Beijing, 2001, 6(1): 489-491
[13]
HanB.-p., FengQ.-y., YuL.-s., MaoQ., LiL.-m., ZhangH.-mao.. Study on the permeability of carbonated during full period of stress-strain [J]. Journal of Engineering Geology, 2000, 8(2): 127-128
[14]
LiuH.-l., YangT.-h., YuQ.-l., ChenS.-kuo.. Experimental study on fluid permeation evolution in whole failure process of tuff [J]. Journal of Northeastern University: Natural Science, 2009, 30(7): 1030-1033
[15]
ZhangH.-min.. Experimental on gaseous seepage properties of sandstone in complete stress-strain process [J]. Journal of China Coal Society, 2009, 34(8): 1063-1066
[16]
WangH.-l., XuW.-y., YangS.-qi.. Experimental investigation on permeability evolution law during course of deformation and failure of rock specimen [J]. Rock and Soil Mechanics, 2006, 27(10): 1703-1708
[17]
YangS.-q., JiangY.-zhou.. Triaxial mechanical creep behavior of sandstone [J]. Mining Science and Technology, 2010, 20(3): 339-349
[18]
WangR.-b., XuW.-y., WangW., ZhangZ.-l., ZhangYu.. Experimental investigation on creep behavior of hard rock in dam foundation and its seepage laws during complete process of rock creep [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(5): 960-969
[19]
MaL., DaemenJ. J. K.. An experimental study on creep of welded tuff [J]. International Journal of Rock Mechanics & Mining Sciences, 2006, 43(1): 282-291
CrossRef Google scholar
[20]
YangC.-h., DaemenJ. J. K., YinJ.-hua.. Experimental investigation of creep behavior of salt rock [J]. International Journal of Rock Mechanics & Mining Sciences, 1999, 36(2): 233-242
CrossRef Google scholar
[21]
FujiiY., KiyamaT., LshijimaY., KodamaJ.. Circumferential strain behavior during creep tests of brittle rocks [J]. International Journal of Rock Mechanics & Mining Sciences, 1999, 36(3): 323-337
CrossRef Google scholar
[22]
SZCZEPANIK S D. Time-dependent acoustic emission studies on potash [C]// ROEGIES D. Rock Mechanics as a Multidisciplinary Science. Rotterdam, 1991: 471–479.
[23]
LiP.-c., KongX.-y., LuD.-tang.. Mathematical modeling of flow in saturated porous media on account of fluid-structure coupling effect [J]. Journal of Hydrodynamics, 2003, 18(4): 419-426

Foundation item: Projects(11172090, 51009052, 51109069) supported by the National Natural Science Foundation of China; Project(2011CB013504) supported by the National Basic Research Program of China

14

Accesses

20

Citations

Detail

Sections
Recommended

/