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On-line Access: 2022-11-28

Received: 2022-03-09

Revision Accepted: 2022-07-21

Crosschecked: 2022-11-28

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Journal of Zhejiang University SCIENCE A 2022 Vol.23 No.11 P.917-932


Frozen sand–concrete interface direct shear behavior under constant normal load and constant normal height boundary

Author(s):  Jian CHANG, Jian-kun LIU, Ya-li LI

Affiliation(s):  School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; more

Corresponding email(s):   liujiank@mail.sysu.edu.cn

Key Words:  Frozen sand–, concrete interface, Peak shear strength, Critical shear strength, Ice-cementation, Boundary condition

Jian CHANG, Jian-kun LIU, Ya-li LI. Frozen sand–concrete interface direct shear behavior under constant normal load and constant normal height boundary[J]. Journal of Zhejiang University Science A, 2022, 23(11): 917-932.

@article{title="Frozen sand–concrete interface direct shear behavior under constant normal load and constant normal height boundary",
author="Jian CHANG, Jian-kun LIU, Ya-li LI",
journal="Journal of Zhejiang University Science A",
publisher="Zhejiang University Press & Springer",

%0 Journal Article
%T Frozen sand–concrete interface direct shear behavior under constant normal load and constant normal height boundary
%A Jian-kun LIU
%A Ya-li LI
%J Journal of Zhejiang University SCIENCE A
%V 23
%N 11
%P 917-932
%@ 1673-565X
%D 2022
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2200118

T1 - Frozen sand–concrete interface direct shear behavior under constant normal load and constant normal height boundary
A1 - Jian CHANG
A1 - Jian-kun LIU
A1 - Ya-li LI
J0 - Journal of Zhejiang University Science A
VL - 23
IS - 11
SP - 917
EP - 932
%@ 1673-565X
Y1 - 2022
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2200118

The shear strength properties of the frozen sand–;structure interface are critical for evaluating the serviceability of pile foundations in frozen ground. The shear characteristics of the frozen sand‍–‍concrete interface were studied with two boundary conditions (constant normal load (CNL) and constant normal height (CNH)), at three normal stresses (100, 200, and 300 kPa), and at three temperatures (-2, -5, and -8°C). A detailed comparative analysis was performed to explore the principal factors affecting the shear/normal-shear displacement. The results showed that the shear behavior of the frozen sand–;concrete interface under CNL was similar to that under CNH. The shear stress–shear displacement exhibited strain softening. The temperature and normal stress were the major influences on normal properties. The lower the temperature and the higher the normal stress, the greater was the elastic shear modulus. The peak shear stress and critical shear stress exhibited a dependence on normal stress. An exponential growth in the peak shear stress was observed as the temperature decreased. Critical shear stress was dependent on temperature. The value and percentage of peak ice-cementation in peak shear stress was affected by temperature and normal stress.




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[1]AldaeefAA, RayhaniMT, 2021. Pile-soil interface characteristics in ice-poor frozen ground under varying exposure temperature. Cold Regions Science and Technology, 191:103377.

[2]BiggarKW, SegoDC, 1993. Field pile load tests in saline permafrost. I. Test procedures and results. Canadian Geotechnical Journal, 30(1):34-45.

[3]ChangJ, LiuJK, LiYL, et al., 2022. Elastoplastic behavior of frozen sand‍–‍concrete interfaces under cyclic shear loading. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 23(9):683-703.

[4]ChenWH, LuoQ, LiuJK, et al., 2022. Modeling of frozen soil-structure interface shear behavior by supervised deep learning. Cold Regions Science and Technology, 200:103589.

[5]ChengYF, LuXL, LiuHQ, et al., 2004. Model test study on pile foundation of 110 kV transmission line of Qinghai-Tibet railway in frozen soils. Chinese Journal of Rock Mechanics and Engineering, 23(S1):4378-4382 (in Chinese).

[6]ChoiCH, KoSG, 2011. A study for predicting adfreeze bond strength from shear strength of frozen soil. Journal of the Korean Geotechnical Society, 27(10):13-23.

[7]ChooCS, OngDEL, 2020. Assessment of non-linear rock strength parameters for the estimation of pipe-jacking forces. Part 2. Numerical modeling. Engineering Geology, 265:105405.

[8]de GennaroV, FrankR, 2002. Elasto-plastic analysis of the interface behaviour between granular media and structure. Computers and Geotechnics, 29(7):547-572.

[9]de Hollanda Cavalcanti TsuhaC, dos Santos Filho JMSM, da Costa SantosT, 2016. Helical piles in unsaturated structured soil: a case study. Canadian Geotechnical Journal, 53(1):103-117.

[10]DeJongJT, RandolphMF, WhiteDJ, 2003. Interface load transfer degradation during cyclic loading: a microscale investigation. Soils and Foundations, 43(4):81-93.

[11]EvginE, FakharianK, 1996. Effect of stress paths on the behaviour of sand-steel interfaces. Canadian Geotechnical Journal, 33(6):853-865.

[12]FakharianK, 1996. Three-Dimensional Monotonic and Cyclic Behaviour of Sand-Steel Interfaces: Testing and Modelling. PhD Thesis, University of Ottawa, Ottawa, Canada.

[13]HePF, MaW, MuYH, et al., 2018. Study on freezing strength characteristics and formation mechanism of frozen soil-concrete interface. Transactions of the Chinese Society of Agricultural Engineering, 34(23):‍127-133 (in Chinese).

[14]JiYJ, JiaK, YuQH, et al., 2017. Direct shear tests of freezing strength at the interface between cast-in-situ concrete and frozen soil. Journal of Glaciology and Geocryology, 39(1):86-91.

[15]JohnstonIW, LamTSK, WilliamsAF, 1987. Constant normal stiffness direct shear testing for socketed pile design in weak rock. Géotechnique, 37(1):83-89.

[16]KoSG, ChoiCH, 2011. Experimental study on adfreeze bond strength between frozen sand and aluminium with varying freezing temperature and vertical confining pressure. Journal of the Korean Geotechnical Society, 27(9):‍67-76.

[17]LadanyiB, 1995. Frozen soil-structure interfaces. Studies in Applied Mechanics, 42:3-33.

[18]LashkariA, 2013. Prediction of the shaft resistance of nondisplacement piles in sand. International Journal for Numerical and Analytical Methods in Geomechanics, 37(8):904-931.

[19]LeeJ, KimY, ChoiC, 2013. A study for adfreeze bond strength developed between weathered granite soils and aluminum plate. Journal of the Korean GEO-Environmental Society, 14(12):23-30.

[20]MortaraG, MangiolaA, GhionnaVN, 2007. Cyclic shear stress degradation and post-cyclic behaviour from sand-steel interface direct shear tests. Canadian Geotechnical Journal, 44(7):739-752.

[21]PanYM, WangBX, ZhangZQ, et al., 2022. Analysis on mechanical properties of thawing soil-concrete interface. Journal of Henan Polytechnic University (Natural Science), 41(1):167-173 (in Chinese).

[22]PeerunMI, OngDEL, ChooCS, 2019. Interpretation of geomaterial behavior during shearing aided by PIV technology. Journal of Materials in Civil Engineering, 31(9):04019195.

[23]PeerunMI, OngDEL, ChooCS, et al., 2020. Effect of interparticle behavior on the development of soil arching in soil-structure interaction. Tunnelling and Underground Space Technology, 106:103610.

[24]PuswewalaUGA, 1991. Computational Modelling of Structure-Frozen Soil/Ice Interaction. PhD Thesis, University of Manitoba, Manitoba, Canada.

[25]RoggensackWD, MorgensternNR, 1978. Direct shear tests on natural fine-grained permafrost soils. Proceedings of the 3rd International Permafrost Conference, p.728-735.

[26]SaberiM, AnnanCD, KonradJM, 2018a. On the mechanics and modeling of interfaces between granular soils and structural materials. Archives of Civil and Mechanical Engineering, 18(4):1562-1579.

[27]SaberiM, AnnanCD, KonradJM, 2018b. A unified constitutive model for simulating stress-path dependency of sandy and gravelly soil–structure interfaces. International Journal of Non-Linear Mechanics, 102:1-13.

[28]ShiQB, YangP, 2021. Construction of statistical shear damage model at the interface between frozen fine sand and steel plate. Journal of Railway Science and Engineering, 18(10):2591-2599 (in Chinese).

[29]ShiS, ZhangF, FengDC, et al., 2020. Experimental investigation on shear characteristics of ice‍–‍frozen clay interface. Cold Regions Science and Technology, 176:103090.

[30]SumitaniD, UedaY, OhraiT, 2007. Study on adfreeze shear strength of frozen sand along curved interface. Journal of the Japanese Society of Snow and Ice, 69(3):347-356.

[31]SunTC, GaoXJ, LiaoYM, et al., 2021. Experimental study on adfreezing strength at the interface between silt and concrete. Cold Regions Science and Technology, 190:103346.

[32]SunZH, BianHB, WangCY, et al., 2020. Significance analysis of factors of freezing strength between silty clay and concrete lining. Journal of Glaciology and Geocryology, 42(2):508-514.

[33]TabucanonJT, AireyDW, PoulosHG, 1995. Pile skin friction in sands from constant normal stiffness tests. Geotechnical Testing Journal, 18(3):350-364.

[34]UedaY, MoriuchiK, OhraiT, 2004. Influence of normal stress on the adfreeze interface on adfreeze shear strength of frozen soil. Journal of the Japanese Society of Snow and Ice, 66(2):‍197-205.

[35]VolokhovSS, 2003. Effect of freezing conditions on the shear strength of soils frozen together with materials. Soil Mechanics and Foundation Engineering, 40(6):233-238.

[36]WangRH, WangW, ChengYF, 2006. Model study of tensile bearing capacity of a single pile under frozen condition. Journal of Glaciology and Geocryology, 28(5):‍766-771 (in Chinese).

[37]WangRS, OngDEL, PeerunMI, et al., 2022. Influence of surface roughness and particle characteristics on soil‍–structure interactions: a state-of-the-art review. Geosciences, 12(4):145.

[38]WenZ, YuQH, MaW, et al., 2013. Direct shear tests for mechanical characteristics of interface between Qinghai-Tibetan silt and fiberglass reinforced plastics. Rock and Soil Mechanics, 34(S2):45-50 (in Chinese).

[39]ZhangJW, MaW, WangDY, et al., 2008. In-situ experimental study of the bearing characteristics of cast-in-place bored pile in permafrost regions of the Tibetan Plateau. Journal of Glaciology and Geocryology, 30(3):‍482-487 (in Chinese).

[40]ZhangQ, ZhangJM, WangHL, et al., 2021. Mechanical behavior and constitutive relation of the interface between warm frozen silt and cemented soil. Transportation Geotechnics, 30:100624.

[41]ZhouZW, MaW, ZhangSJ, et al., 2020. Experimental investigation of the path-dependent strength and deformation behaviours of frozen loess. Engineering Geology, 265:105449.

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