Abstract
It is of great significance to study the time-dependent mechanical properties of loess, as they are closely related to loess landslides. The purpose of this study is to investigate the effect of moisture content on the time-dependent deformation, strength and failure behaviors of undisturbed loess specimens from Nangou in Yan'an city, Shanxi Province, China, via triaxial shearing tests and multi-loading triaxial creep tests. The tests revealed different failure modes and the corresponding strain–time loess responses, which depend on the long-term static load and moisture content. The higher the moisture content is, the more obvious the time dependence of loess and the longer the time to reach the stable stage. This effect is closely related to the weakening effect of water on interparticle cementation and friction between soil particles in loess. Compared with instantaneous shear, long-term shear induced by water weakens the strength of loess, mainly because the particles in soil can be fully adjusted over time. The microscopic shear process of loess is essentially a process of change in microstructure with water exposure, loading and time, but the shear processes of loess in different shear modes are different (i.e., long-term shear and instantaneous shear). This study provides a theoretical basis for engineering construction and geological disaster prevention in loess areas.
Similar content being viewed by others
References
Bялoв CC (1987) Principle of mechanical rheology of soil. Science Press, Beijing
Bi ML (2020) Research on collapsible mechanism of loess based on granular scale. Chang’an University, Xian (in Chinese)
Burton GJ, Pineda JA, Sheng DC et al (2015) Microstructural changes of an undisturbed, reconstituted and compacted high plasticity clay subjected to wetting and drying. Eng Geol 193:363–373
Chang ZL, Gao HX, Huang FM et al (2020) Study on the creep behaviours and the improved Burgers model of a loess landslide considering matric suction. Nat Hazards 103(1):1479–1497
Chen TL, Chen SS, Zhou C et al (2001) Research on rheology character of clay. Chin J Geotech Eng 23(3):279–283 (in Chinese)
Chen TL, Zhou C, Shen ZJ (2004) Compression and shear test of structured clay. Chin J Geotech Eng 26(1):31–35 (in Chinese)
Chen XP, Zhu HH, Zhang FZ et al (2005) Experimental Study on time-dependent deformation of soft soil. Chin J Rock Mech Eng 24(12):2142–2148 (in Chinese)
Cui JY, Liu Y, Xie BL (2019) Mechanical properties and microcosmic analysis of undisturbed loess in xining area with different moisture content. IOP Conf Series: Earth Env Sci 304:32–36
Dijkstra TA, Rogers CDF, Smalley IJ et al (1994) The loess of north-central China: geotechnical properties and their relation to slope stability. Eng Geol 36(3–4):153–171
Duan Z, Peng JB (2015) Experimental study of triaxial creep characteristics of Q(2) loess in Yan’an. I IWMECS 33:27–31
Gao GR (1979) Study of the microstructures and the collapse mechanism in loess soil from Lanzhou. J Lanzhou Univ 6:123–134. https://doi.org/10.13885/j.issn.0455-2059.1979.02.014 (in Chinese)
Ge MM, Li N, Zheng JG et al (2015) A creep model for compacted loess based on 1D oedometer test. Rock Soil Mech 36(11):3164–3170 (in Chinese)
Gu TF, Wang JD, Wang CX et al (2019) Experimental study of the shear strength of soil from the Heifangtai Platform of the Loess Plateau of China. J Soil Sediment 19(10):3463–3475
Graham J, Li ECC (1985) Comparison of natural and remolded plastic clay. J Geotech Geoenviron Eng 111(7):865–881
He Q (2008) Study on the Mechanical and Rheolgical Properties of Yan’an Q2 Loess. Dissertation, Chang’an University, Xian, China (in Chinese).
Horn HM, Deere DU (1962) Frictional Characteristics of Minerals. Géotechnique 12(4):319–335
Hu HT, Xiang SJ, Wang Z (1965) The characteristic constitution and structure of landslides in Western Guanzhong region and analysis of their stability. Acta Geol Sin Eng 45(4):435–465 (in Chinese)
Hu ZQ, Shen ZJ, Xie DY (2000) Micro-structure and inundation of unsaturated loess. Hydro-Sci Eng 02:68–71 (in Chinese)
Jiang MJ, Zhang FG, Hu HJ et al (2014) Structural characterization of natural loess and remolded loess under triaxial tests. Eng Geo 181:249–260
Kruse GA, Dijkstra TA, Schokking F (2007) Effects of soil structure on soil behaviour: illustrated with loess, glacially loaded clay and simulated flaser bedding examples. Eng Geo 91(1):34–45
Lei H, Yang CJ, Liu ZQ (2015) Loess triaxial creep test and revised Singh-Mitchell model. Water Resour Power 33(10):112–115 (in Chinese)
Li GD (2011) Study on triaxial creep characteristics of loess. Northwest A&F University, Yangling (in Chinese)
Li GX (2014) Advanced soil mechanics. Tsinghua University Press, Beijing
Li GX, Zhang BY, Yu YZ (2013a) Soil mechanics, 2nd edn. Tsinghua University Press, Beijing
Li JH, Fang HG, Wu SD (2018a) Test on creep characteristics of remolded loess under high stress. J Henan Univ Sci Tech: Nat Sci Ed 39(3):56–60 (in Chinese)
Li L, Deng YH, Wang P et al (2018b) Study on the Relationship Between the Shear Strength and the Long-term Rheological Strength of the Q 3 Loess in the Fissure Zone. Chin J Undergr Space Eng 14(1):241–249 (in Chinese)
Li P, Xie WL, Pak RYS, Vanapalli SK (2019) Microstructural evolution of loess soils from the Loess Plateau of China. Catena 173:276–288
Li TL, Wang P, Xi Y (2013) The mechanisms for initiation and motion of Chinese loess landslides. Progress of geo-disaster mitigation technology in Asia. Sprimger, Berlin, pp 105–122
Li XA, Li LC, Song YX et al (2019b) Characterization of the mechanisms underlying loess collapsibility for land-creation project in Shaanxi Province, China-a study from a micro perspective. Eng Geo 249:77–88
Li XJ, Jiang LH (2010) Micro-structure change of remolded loess in uniaxial creep test with computerized tomography. Civil Engineering in China - Current Practice and Research Report, pp 642–646.
Li YR (2018) A review of shear and tensile strengths of the Malan Loess in China. Eng Geo 236:4–10
Lian BQ, Peng JB, Wang XG et al (2020) Moisture content effect on the ring shear characteristics of slip zone loess at high shearing rates. Bull Eng Geol Environ 79(2):999–1008
Lian BQ, Peng JB, Zhan HB et al (2019) Mechanical response of root-reinforced loess with various water contents. Soil Tillage Res 193:85–94
Liu DS (1985) Loess and the environment. China Ocean Press, Beijing (in Chinese)
Luo H, Wu FQ, Chang JY et al (2018) Microstructural constraints on geotechnical properties of Malan Loess: a case study from Zhaojiaan landslide in Shaanxi province, China. Eng Geo 236:60–69
Luo QZ, Chen XP, Wang S et al (2016) An experimental study of time-dependent deformation behaviour of soft soil and its empirical model. Rock Soil Mech 37(1):66–75 (in Chinese)
Macfarlane DF (2009) Observations and predictions of the behaviour of large, slow-moving landslides in schist, Clyde Dam reservoir. New Zealand Eng Geo 109(1–2):5–15
Milligan GWE, Houlsby GT (1984) Basic soil mechanics. Butterworth Heinemann, Oxford
Nan JJ, Peng JB, Zhu FJ et al (2021) Shear behavior and microstructural variation in loess from the Yan’an area. China. Eng Geo 280:105964
Padilla C, Onda Y, Iida T et al (2014) Characterization of the groundwater response to rainfall on a hillslope with fractured bedrock by creep deformation and its implication for the generation of deep-seated landslides on Mt. Wanitsuka Kyushu Island. Geomorphology 204(1):444–458
Schmertmann JH (1991) The mechanical aging of soils. J Geotech Eng 117(9):1288–1330
Shen ZJ, Chen, TL (2002). Breakage mechanics for geological materials basic concepts, goal and task. The 7th Academic Conference of Chinese Society of Rock Mechanics and Engineering 9: 9–12 (in Chinese).
Smith JV (2015) Self-stabilization of toppling and hillside creep in layered rocks. Eng Geo 196(28):139–149
Sun J (1999) Rheology of geotechnical materials and its engineering application. China Architecture and Building Press, Beijing (in Chinese)
Tan TK (1988) Fundamental properties of loess from Northwestern China. Eng Geo 25(2–4):103–122
Tan TK, Kang WF (1991) On the locked in stress, creep and dilatation of rocks, and the constitutive equations. Chin J Rock Mech Eng 4:299–312 (in Chinese)
Tang H, Duan Z, Wang DP et al (2020) Experimental investigation of creep behavior of loess under different moisture contents. Bull Eng Geo Environ 79(1):411–422
Tang H, Wang D, Duan Z et al (2015) Variable parameters creep damage model of loess based on fractional calculus. J Central South Univ (Sci Technol) 46(11):4248–4255
Taylor DW (1948) Fundamentals of soil mechanics. Wiley, London
Taylor DW, Merchant W (1940) A theory of clay consolidation accounting for secondary compression. Stud Appl Math 19:167–185
Wang JD, Wang JT, Huang HG (1993) A study on creeping or sliding liquefaction of saturated soil. Geoscience 1:102–108 (in Chinese)
Wang SN (1997) Experimental study on mechanism of soil damage and its application. Guangdong Water Resour Hydropower 6:36–40
Wang SH, Luo YS (2010) Study on Shear Creep Characteristics of Structured Loess. Recent Developments of Geotechnical Engineering, pp 636–643.
Wang XG, Wang JD, Zhan HB et al (2020) Moisture content effect on the creep behavior of loess for the catastrophic Baqiao landslide. Catena 187:104371
Wang YC (2013) Experimental Study on mechanical and rheological properties of Hei Fang-Tai Q3 loess. Wuhan University, Wuhan (in Chinese)
Wei YN (2019) Research on Three-dimensional Microstructure Evolution During Wetting and Collapsible Mechanism of Loess. Dissertation, Chang’an University, Xian, China (in Chinese).
Wen BP, Jiang XZ (2017) Effect of gravel content on creep behavior of clayey soil at residual state: implication for its role in slow-moving landslides. Landslides 14(2):559–576
Wen BP, Yan YJ (2014) Influence of structure on shear characteristics of the unsaturated loess in Lanzhou, China. Eng Geo 168:46–58
Wu TH, El Refai ANAA, Asu JRJ (1978) Creep deformation of clays. Int J Rock Mech Min 104(1):61–76
Xie X, Qi SW, Zhao FS et al (2018) Creep behavior and the microstructural evolution of loess-like soil from Xi’an area, China. Eng Geo 236:43–59
Xin P, Liang CY, Wu SR et al (2016) Kinematic characteristics and dynamic mechanisms of large-scale landslides in a loess plateau: a case study for the north bank of the Baoji stream segment of the Wei River. China Bull Eng Geo Environ 75(2):659–671
Xing XL, Li TL, Fu YK (2016) Determination of the related strength parameters of unsaturated loess with conventional triaxial test. Environ Earth Sci 75(1):82
Xu J, Wang ZQ, Ren JW et al (2008) Comparative test study on deterioration mechanism of undisturbed and remolded loess during the freeze-thaw process. Chin J Undergr Space Eng 3:643–649 (in Chinese)
Xu XT, Li QL, Lai Y et al (2019) Effect of moisture content on mechanical and damage behavior of frozen loess under triaxial condition along with different confining pressures. Cold Reg Sci Technol 157:110–118
Yang AW (2011) Study on rheologic characteristics and its constitutive model of structured soft dredger fill. Dissertation, Tianjin University, Tianjin, China (in Chinese).
Yang AW, Kong LW, Zhang XW (2014) Analysis of evolution of particles and pores in creep process of dredger fill soft soil. Rock Soil Mech 35(6):1634–1640 (in Chinese)
Yates K, Fenton CH, Bell DH (2018) A review of the geotechnical characteristics of loess and loess-derived soils from Canterbury, South Island, New Zealand. Eng Geo 236:11–21
Zhao D, Gao QF, Hattab M et al (2020) Microstructural evolution of remolded clay related to creep. Transp Geotechnics 24:100367
Zhao ZX (1994) The influence of fissure on shear strength of soil. Subgrade Eng 5:11–16 (in Chinese)
Zhou JJ, Zhao FS, Yuan XQ et al (2020) Creep process and the microstructural evolution of sliding-zone soil. Hydrogeol Eng Geol 47(3):115–121 (in Chinese)
Zhou ZW, Ma W, Zhang SJ et al (2016) Multiaxial creep of frozen loess. Mech Mater 95:172–191
Zhou ZY, Mu CM (2005) Relationship between micro-structural characters of fracture surface and strength of soft clay. Chin J Geotechn Eng 27(10):1136–1141
Funding
This research was supported by the Major Program of National Natural Science Foundation of China (No. 41790441), the National Natural Science Foundation of China (Nos. 42007257, 41907235).
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
We declare that we have no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Chen, L., Peng, J., Xie, F. et al. Effect of moisture content on the time-dependent mechanical characteristics of loess. Environ Earth Sci 81, 217 (2022). https://doi.org/10.1007/s12665-022-10326-8
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12665-022-10326-8