Mechanical properties and microscopic failure process of exemplary argillaceous interlayer from east China

Shao-rui Sun , Yong Liu , She-feng Hao , Wei He , Xun He , Ji-hong Wei , Yong-xiang Yu , Jing-lei Song

Journal of Central South University ›› 2022, Vol. 29 ›› Issue (6) : 1973 -1986.

PDF
Journal of Central South University ›› 2022, Vol. 29 ›› Issue (6) : 1973 -1986. DOI: 10.1007/s11771-022-5058-x
Article

Mechanical properties and microscopic failure process of exemplary argillaceous interlayer from east China

Author information +
History +
PDF

Abstract

The landslide disaster caused by the argillaceous interlayer not only destroys buildings, cultivated land, and roads but also seriously endangers human life and safety. This study concerns the mineral composition of selected argillaceous interlayer and their strength characteristics. To study the mineral composition of argillaceous interlayers, 8 kinds of samples in the southern Jiangsu region of China were analyzed utilizing X-ray diffraction (XRD). The repeated direct shear strength tests (RDST) were carried out on the undisturbed specimens of the argillaceous interlayer. The results show that the argillaceous interlayer with high content of kaolinite shows ductile failure mode, which means that there is no obvious residual strength in the shear process. The arrangement of mineral particles on the shear surface of the specimens after different shear displacements was observed under the scanning electron microscope (SEM). It was observed that mineral particles on the shear surface showed a more directional arrangement with the increase of shear displacement. Furthermore, the influence of shear direction on the argillaceous interlayer with completely oriented mineral particles was studied through numerical experiments with four shear strength mechanisms proposition proposed. The influence of the mineral arrangement on the action occasion and magnitude of dilatancy component of shear strength is clarified in the shear mechanism.

Keywords

argillaceous interlayer / microcosmic structure / strength component / directional arrangement / discrete element method / landslides

Cite this article

Download citation ▾
Shao-rui Sun, Yong Liu, She-feng Hao, Wei He, Xun He, Ji-hong Wei, Yong-xiang Yu, Jing-lei Song. Mechanical properties and microscopic failure process of exemplary argillaceous interlayer from east China. Journal of Central South University, 2022, 29(6): 1973-1986 DOI:10.1007/s11771-022-5058-x

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

ZhangZ-L, WangT, WuS-R. Distribution and features of landslides in the Tianshui Basin, northwest China [J]. Journal of Mountain Science, 2020, 17(3): 686-708

[2]

ZhangW-C, RandolphM F, PuzrinA M, et al.. Criteria for planar shear band propagation in submarine landslides along weak layers [J]. Landslides, 2020, 17(4): 855-876

[3]

HuangF, ZhuH-H, XuQ-W, et al.. The effect of weak interlayer on the failure pattern of rock mass around tunnel-Scaled model tests and numerical analysis [J]. Tunnelling and Underground Space Technology, 2013, 35: 207-218

[4]

YangW-D, ZhangQ-Y, LiS-C, et al.. Estimation of in situ viscoelastic parameters of a weak rock layer by time-dependent plate-loading tests [J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 66: 169-176

[5]

KaczmarekL D, PopielskiP. Selected components of geological structures and numerical modelling of slope stability [J]. Open Geosciences, 2019, 11(1): 208-218

[6]

WEI Fang. Regional stability analysis of red clay slope based on different failure modes: A case study in taizaifu area, Fukuoka [J]. Advances in Civil Engineering, 2019: 1269832. DOI: https://doi.org/10.1155/2019/1269832.

[7]

NafisiA, MontoyaB M, EvansT M. Shear strength envelopes of biocemented sands with varying particle size and cementation level [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, 146(3): 04020002

[8]

WangS-H, WangQ-Z, XuJ, et al.. Effect of freeze-thaw on freezing point and thermal conductivity of loess [J]. Arabian Journal of Geosciences, 2020, 1351-15

[9]

WeidingerJ T, SchrammJ M, SurenianR. On preparatory causal factors, initiating the prehistoric Tsergo Ri landslide (Langthang Himal, Nepal) [J]. Tectonophysics, 1996, 260(1–3): 95-107

[10]

AnsonR W W, HawkinsA B. Analysis of a sample containing a shear surface from a recent landslip, south Cotswolds, UK [J]. Géotechnique, 1999, 49(1): 33-41

[11]

ZouZ-X, YanJ-B, TangH-M, et al.. A shear constitutive model for describing the full process of the deformation and failure of slip zone soil [J]. Engineering Geology, 2020, 276: 105766

[12]

HeL P, YuJ Y, HuQ J, et al.. Study on crack propagation and shear behavior of weak muddy intercalations submitted to wetting-drying cycles [J]. Bulletin of Engineering Geology and the Environment, 2020, 79(9): 4873-4889

[13]

FanX, LiK-H, LaiH-P, et al.. Internal stress distribution and cracking around flaws and openings of rock block under uniaxial compression: A particle mechanics approach [J]. Computers and Geotechnics, 2018, 10228-38

[14]

ZengW, YangS-Q, TianW-L, et al.. Numerical investigation on permeability evolution behavior of rock by an improved flow-coupling algorithm in particle flow code [J]. Journal of Central South University, 2018, 25(6): 1367-1385

[15]

FanX, KulatilakeP H S W, ChenX, et al.. Crack initiation stress and strain of jointed rock containing multi-cracks under uniaxial compressive loading: A particle flow code approach [J]. Journal of Central South University, 2015, 22(2): 638-645

[16]

WANG Xin-gang, HUANG Lei, YAN Chang-bin, et al. HKCV rheological constitutive model of mudstone under dry and saturated conditions [J]. Advances in Civil Engineering, 2018: 2621658. DOI: https://doi.org/10.1155/2018/2621658.

[17]

WangY-X, GuoP-P, RenW-X, et al.. Laboratory investigation on strength characteristics of expansive soil treated with jute fiber reinforcement [J]. International Journal of Geomechanics, 2017, 17(11): 04017101

[18]

SchäbitzM, JanssenC, WenkH R, et al.. Microstructures in landslides in northwest China-Implications for creeping displacements? [J]. Journal of Structural Geology, 2018, 106: 70-85

[19]

LiD-Y, YinK-L, GladeT, et al.. Effect of over-consolidation and shear rate on the residual strength of soils of silty sand in the Three Gorges Reservoir [J]. Scientific Reports, 2017, 75503

[20]

KimuraS, NakamuraS, VithanaS B, et al.. Shearing rate effect on residual strength of landslide soils in the slow rate range [J]. Landslides, 2014, 11(6): 969-979

[21]

ChenX P, LiuD. Residual strength of slip zone soils [J]. Landslides, 2014, 11(2): 305-314

[22]

LiZ, RaoQ-H. Quantitative determination of PFC3D microscopic parameters [J]. Journal of Central South University, 2021, 28(3): 911-925

[23]

HuangC-C, YangW-D, DuanK, et al.. Mechanical behaviors of the brittle rock-like specimens with multi-non-persistent joints under uniaxial compression [J]. Construction and Building Materials, 2019, 220426-443

[24]

GuM-X, HanJ, ZhaoM-H. Three-dimensional DEM analysis of axially loaded geogrid-encased stone column in clay bed [J]. International Journal of Geomechanics, 2020, 20(3): 04019180

[25]

JuY, SunH-F, XingM-X, et al.. Numerical analysis of the failure process of soil-rock mixtures through computed tomography and PFC3D models [J]. International Journal of Coal Science & Technology, 2018, 52126-141

[26]

LambeT WMechanistic picture of shear strength in clay [C], 1960, Colorado, University of Colorado Boulder Colo Press, 555580

AI Summary AI Mindmap
PDF

156

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/