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Laboratory and in situ tests on dynamic shear modulus of granite residual soil

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Abstract

It is widely accepted that residual soils (RSs) form very differently from sedimentary soils. While there have been extensive advances regarding sedimentary soil, little is known about the strain stiffness decay in RS. This study considers granite residual soil (GRS) from Taishan in China, where stiffness behaviors are established using in situ and laboratory investigations. Variability in the soil stiffness is due to its current state, including the depth, test method, and strain. This is established via systematic resonant-column and in situ tests. In situ tests include the seismic dilatometer Marchetti test (SDMT) and the self-boring pressuremeter test (SBPT). The degree of weathering of the test soil varies significantly along the depth direction, and the top layer of the soil has a hardening shell due to severe weathering. The laboratory G-γ decay curves of GRS were determined from the resonant column. A comparison of the shear modulus (from SBPT) obtained by different analysis methods gives the shear modulus from nonlinear analyses. An approach is proposed to properly describe the trends in typical in situ G-γ decay curves based on data from the tests. The G-γ curve obtained from the resonant-column test of GRS was compared with the in situ curves. The shear modulus G, as obtained from laboratory tests, is smaller than the curves of the in situ tests, which reflects the processes of sampling, transportation, and preparation of soil specimens.

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All of the data that support the findings of the study are available from the corresponding author on reasonable request.

References

  • 10018–2018 T (2018) Code for in-situ testing of railway engineering geology. In: China Railway Publishing House (in Chinese), p 223P.;A225

  • Amoroso S, Monaco P, Lehane BM, Marchetti D (2014) Examination of the potential of the seismic dilatometer (SDMT) to estimate in situ stiffness decay curves in various soil types. Soils and Rocks 37(3):177–194

    Article  Google Scholar 

  • ASTM (2011) Standard practice for classification of soils for engineering purposes (unified soil classification system). In: West Conshohocken, Pa

  • ASTM (2018a) Standard test methods for laboratory determination of density (unit weight) of soil specimens. In: West Conshohocken, Pa

  • ASTM (2018b) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. In: West Conshohocken, Pa

  • ASTM (2019) Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. In: West Conshohocken, Pa

  • Berisavljević D, Berisavljević Z (2019) Determination of the presence of microstructure in a soil using a seismic dilatometer. Bull Eng Geol Env 78(3):1709–1725. https://doi.org/10.1007/s10064-018-1234-5

    Article  Google Scholar 

  • Cao Q, Shi J, Chai S, Wang P, Zhang J (2009) Non-linear analysis of stiffness of soils under small strain. Chinese Journal of Geotechnical Engineering 31(5):699–703. https://doi.org/10.3321/j.issn:1000-4548.2009.05.009 (in Chinese)

    Article  Google Scholar 

  • Cavallaro A, Grasso S, Maugeri M, Motta E (2013a) An innovative low-cost SDMT marine investigation for the evaluation of the liquefaction potential in the Genova Harbour (Italy). Proceedings of the 4th International Conference on Geotechnical and Geophysical Site Characterization

  • Cavallaro A, Grasso S, Maugeri M, Motta E (2013b) Site characterisation by in situ and laboratory tests of the sea bed in the Genova Harbour, Italy. Proceedings of the 4th International Conference on Geotechnical and Geophysical Site Characterization

  • Cavallaro A, Lo PDCF, Maugeri M, Pallara O (1999) Caratteristiche di deformabilità dei terreni da prove dilatometriche: analisi critica delle correlazioni esistenti. XX Convegno Nazionale di Geotecnica

  • Cheng Z, Wang J, Coop MR, Ye G (2020) A miniature triaxial apparatus for investigating the micromechanics of granular soils with in situ X-ray micro-tomography scanning. Front Struct Civ Eng 14(2):357–373. https://doi.org/10.1007/s11709-019-0599-2

    Article  Google Scholar 

  • Clayton CRI, Priest JA, Bui M, Zervos A, Kim SG (2009) The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity. Géotechnique 59(5):429–437. https://doi.org/10.1680/geot.2007.00096

    Article  Google Scholar 

  • Cruz N, Cruz J, Rodrigues C, Cruz M, Amoroso S (2018) Behaviour of granitic residual soils assessed by SCPTu and other in-situ tests. 4th International Symposium on Cone Penetration Testing (CPT). Delft Univ Technol, Delft, Netherlands, pp 241–247

    Google Scholar 

  • da Fonseca AV, Carvalho J, Ferreira C, Costa E, Tuna C, Santos JA (2004) Geotechnical characterization of a residual soil profile: the ISC'2 experimental site, FEUP. In: 2nd International Conference on Site Characterization (ISC-2). Oporto, Portugal, pp 1361–1369

  • da Fonseca AV, Ferreira C, Saldanha A, Ramos C, Rodrigues C (2018) Comparative analysis of liquefaction susceptibility assessment by CPTu and SPT tests. In: Cone Penetration Testing 2018. CRC Press, pp 669–675

  • Goh ATC, Zhang RH, Wang W, Wang L, Liu HL, Zhang WG (2020) Numerical study of the effects of groundwater drawdown on ground settlement for excavation in residual soils. Acta Geotech 15(5):1259–1272. https://doi.org/10.1007/s11440-019-00843-5

    Article  Google Scholar 

  • Hao D, Chen R, Luan M, Wu K (2011) Research development of estimation for soil properties from SBPT. Chinese Journal of Computational Mechanics 28(3):452–460 (in Chinese)

    Google Scholar 

  • Henke R, Henke WK (2002) In situ nonlinear inelastic shearing deformation characteristics of soil deposits inferred using the torsional cylindrical impulse shear test. Bull Seismol Soc Am 92(5):1970–1983

    Article  Google Scholar 

  • Junaideen SM, Tham LG, Law KT, Dai FC, Lee CF (2010) Behaviour of recompacted residual soils in a constant shear stress path. Can Geotech J 47(6):648–661. https://doi.org/10.1139/T09-129

    Article  Google Scholar 

  • Kiyota T, Maekawa Y, Wu C (2019) Using in-situ and laboratory-measured shear wave velocities to evaluate the influence of soil fabric on in-situ liquefaction resistance. Soil Dyn Earthq Eng 117:164–173. https://doi.org/10.1016/j.soildyn.2018.11.016

    Article  Google Scholar 

  • Lee IK, Coop MR (1995) The intrinsic behaviour of a decomposed granite soil. Géotechnique 45(1):117–130. https://doi.org/10.1680/geot.1995.45.1.117

    Article  Google Scholar 

  • Leroueil S, Vaughan PR (1990) The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40(3):467–488. https://doi.org/10.1680/geot.1990.40.3.467

    Article  Google Scholar 

  • Li C, Kong L, Shu R, An R, Zhang X (2020) Disintegration characteristics in granite residual soil and their relationship with the collapsing gully in South China. Open Geosciences 12(1):1116–1126. https://doi.org/10.1515/geo-2020-0178

    Article  Google Scholar 

  • Liang S, Fang C, Niu J, Zeng W (2019) Research on effect of microbial induced calcite precipitation adopting different calcium sources on cemente granite residual soil. Industrial Construction 49(7):102–107. https://doi.org/10.13204/j.gyjz201907016

  • Liu X, Zhang X, Kong L, An R, Xu G (2021a) Effect of inherent anisotropy on the strength of natural granite residual soil under generalized stress paths. Acta Geotech 16(12):3793–3812. https://doi.org/10.1007/s11440-021-01393-5

    Article  Google Scholar 

  • Liu X, Zhang X, Kong L, Li X, Wang G (2021b) Effect of cementation on the small-strain stiffness of granite residual soil. Soils Found 61(2):520–532. https://doi.org/10.1016/j.sandf.2021.02.001

    Article  Google Scholar 

  • Liu X, Zhang X, Kong L, Yin S, Xu Y (2022) Shear strength anisotropy of natural granite residual soil. J Geotech Geoenviron Eng 148(1):04021168. https://doi.org/10.1061/(asce)gt.1943-5606.0002709

    Article  Google Scholar 

  • Luan S, Wang F, Wang T, Lu Z (2018) Shui W (2018) Characteristics of gravelly granite residual soil in bored pile design: an in situ test in Shenzhen. Adv Mater Sci Eng 1:1–13. https://doi.org/10.1155/2018/7598154

    Article  Google Scholar 

  • Macari EJ, Hoyos L (1996) Effect of degree of weathering on dynamic properties of residual soils. J Geotech Eng 122(12):988–997. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:12(988)

    Article  Google Scholar 

  • Maček M, Logar J, Pulko B (2019) Comparative evaluation of soil properties using CPT and DMT in-situ tests. Geomechanics and Tunnelling 12(4):318–327. https://doi.org/10.1002/geot.201900013

    Article  Google Scholar 

  • Marchetti S (1980) In situ tests by flat dilatometer. J Geotech Eng Div 106(3):299–321. https://doi.org/10.1061/AJGEB6.0000934

    Article  Google Scholar 

  • Martin GK, Mayne PW (1997) Seismic flat dilatometer tests in connecticut valley varved clay. Geotech Test J 20(3):5–6. https://doi.org/10.1520/GTJ19970011

    Article  Google Scholar 

  • Meng F, Chen R, Wu H, **e S, Liu Y (2020) Observed behaviors of a long and deep excavation and collinear underlying tunnels in Shenzhen granite residual soil. Tunn Undergr Space Technol 103:103504. https://doi.org/10.1016/j.tust.2020.103504

    Article  Google Scholar 

  • Moeno HU (2011) Penentuan parameter geoteknik tanah residual Tropis Melalui Pengujian dilatometer. Jurnal Teknik Sipil 18(1):91–102. https://doi.org/10.5614/jts.2011.18.1.8

    Article  Google Scholar 

  • Ng CWW, Fung WT, Cheuk CY, Zhang L (2004) Influence of stress ratio and stress path on behavior of loose decomposed granite. J Geotech Geoenviron Eng 130(1):36–44. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:1(36)

    Article  Google Scholar 

  • Nunes GB, de Oliveira OM, Massocco NS, dos Reis Higashi RA (2021) Study of the influence of suction profile seasonal variations in the global sliding safety factor of a granite residual soil slope. Bull Eng Geol Env 80(9):7253–7267. https://doi.org/10.1007/s10064-021-02367-3

    Article  Google Scholar 

  • Palmer AC (1972) Undrained plane-strain expansion of a cylindrical cavity in clay: a simple interpretation of the pressuremeter test. Géotechnique 22(3):451–457. https://doi.org/10.1680/geot.1972.22.3.451

    Article  Google Scholar 

  • Pineda J, Colmenares J, Hoyos L (2014) Effect of fabric and weathering intensity on dynamic properties of residual and saprolitic soils via resonant column testing. Geotech Test J 37:20120132. https://doi.org/10.1520/GTJ20120132

    Article  Google Scholar 

  • Rahardjo H, Satyanaga A, Leong EC, Ng YS (2012) Variability of residual soil properties. Eng Geol 141(4):124–140. https://doi.org/10.1016/j.enggeo.2012.05.009

    Article  Google Scholar 

  • Rocchi I, Coop MR, Maccarini M (2017) The effects of weathering on the physical and mechanical properties of igneous and metamorphic saprolites. Eng Geol 231:56–67. https://doi.org/10.1016/j.enggeo.2017.10.003

    Article  Google Scholar 

  • Rocchi I, Okewale I, Coop M (2015) The behaviour of Hong Kong volcanic saprolites in one-dimensional compression. Volcanic Rocks and Soils

  • Santos JA, Duarte RJL, da Fonseca AV, Esteves EFMdC, Millpress (2005) ISC'2 experimental site - prediction & performance of instrumented axially loaded piles. In: 16th International Conference on Soil Mechanics and Geotechnical Engineering. Osaka, JAPAN, pp 2171–2174

  • Schnaid F, Ortigao JAR, Mantaras FM, Cunha RP, MacGregor I (2000) Analysis of self-boring pressuremeter (SBPM) and Marchetti dilatometer (DMT) tests in granite saprolites. Can Geotech J 37(4):796–810

    Article  Google Scholar 

  • Sun Y, Tang L, Lu W, Zhao Z (2018) Study of the shear properties of granite residual soil in the Guangzhou area using different testing methods. Fresenius Environ Bull 27(1):327–335

    Google Scholar 

  • Wang H, Zhou Y, Yu G, Zhou B, Zhang A (2021) A triaxial test study on structural granite residual soil. Rock Soil Mech 42(4):991–1002. https://doi.org/10.16285/j.rsm.2019.2117 (in Chinese)

  • Wang YH, Yan WM (2006) Laboratory studies of two common saprolitic soils in Hong Kong. J Geotech Geoenviron Eng 132(7):923–930. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:7(923)

    Article  Google Scholar 

  • Wood DM (1991) Strain-Dependent Moduli and Pressuremeter Tests Géotechnique 41(4):621–626. https://doi.org/10.1680/geot.1990.40.3.509

    Article  Google Scholar 

  • Yin S, Kong L, Zhang X (2017) Experimental study on stiffness characteristics of residual soil at small strain under hot and rainy climate. Chinese Journal of Geotechnical Engineering 39(04):743–751. https://doi.org/10.11779/CJGE201704021 (in Chinese)

  • Yoo C, Lee D (2008) Deep excavation-induced ground surface movement characteristics – a numerical investigation. Comput Geotech 35(2):231–252. https://doi.org/10.1016/j.compgeo.2007.05.002

    Article  Google Scholar 

  • Yu J, Chen D, Wang H, Zhang B (2019) Analysis of the shear strength of granite residual soil and slope stability under wetting-drying cycles. Journal of **amen University (natural Science) 58(4):154–160. https://doi.org/10.6043/j.issn.0438-0479.201902003

    Article  Google Scholar 

  • Zhang X, Kong L, Li J (2018) Influence of dry and wet seasons on disintegration characteristics of basalt residual soil from the Leizhou Peninsula, China. Q J Eng GeolHydrogeol 51(4):450–460. https://doi.org/10.1144/qjegh2016-128

    Article  Google Scholar 

  • Zhang Y, Yao H, Li R, Wei Y, Chen Z (2016) Study on spatial variability of shear strength in different vertical layers of granite residual soil. Yangtze River 47(23):91–96. https://doi.org/10.16232/j.cnki.1001-4179.2016.23.019 (in Chinese)

  • Zhao J, Broms BB, Zhou Y, Choa V (1994) A study of the weathering of the Bukit Timah granite part b: field and laboratory investigations. Bull Int Assoc Eng Geol 50(1):105–111. https://doi.org/10.1007/BF02594962

    Article  Google Scholar 

  • Zhao YR, Yang HQ, Huang LP, Chen R, Chen XS, Liu SY (2019) Mechanical behavior of intact completely decomposed granite soils along multi-stage loading–unloading path. Eng Geol 260:105242. https://doi.org/10.1016/j.enggeo.2019.105242

    Article  Google Scholar 

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Acknowledgements

The authors gratefully think the financial support of the National Natural Science Foundation of China (Nos. 51709290 and 41972285), the Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences (No. Z0190202), the Young Key Teachers in Colleges and Universities of Henan Province (No. 2020GGJS136), the Key Research Projects of Higher Education Institutions in Henan Province (No. 22A580008), the Science Fund for Distinguished Young Scholars of Hubei Province (No. 2020CFA103), and the strength improvement plan of the advantageous disciplines of Zhongyuan University of Technology (No. GG202218).

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Authors and Affiliations

  1. School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, Henan, 450007, China

    Song Yin, Jianing Huang & Pengfei Liu

  2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China

    Song Yin, Lingwei Kong & **anwei Zhang

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Yin, S., Huang, J., Kong, L. et al. Laboratory and in situ tests on dynamic shear modulus of granite residual soil. Bull Eng Geol Environ 81, 480 (2022). https://doi.org/10.1007/s10064-022-02978-4

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