Full Text:   <160>

Summary:  <21>

CLC number: 

On-line Access: 2022-06-22

Received: 2022-01-13

Revision Accepted: 2022-06-11

Crosschecked: 2022-09-22

Cited: 0

Clicked: 275

Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Jian CHANG

https://orcid.org/0000-0001-8481-4586

-   Go to

Article info.
Open peer comments

Journal of Zhejiang University SCIENCE A 2022 Vol.23 No.9 P.683-703

http://doi.org/10.1631/jzus.A2100667


Elastoplastic behavior of frozen sand–concrete interfaces under cyclic shear loading


Author(s):  Jian CHANG, Jian-kun LIU, Ya-li LI, Qi WANG, Zhong-hua HAO

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, Cyclic direct shear test, Elastoplastic behavior, Direction of accumulated plastic strain, Boundary condition


Jian CHANG, Jian-kun LIU, Ya-li LI, Qi WANG, Zhong-hua HAO. Elastoplastic behavior of frozen sand–concrete interfaces under cyclic shear loading[J]. Journal of Zhejiang University Science A, 2022, 23(9): 683-703.

@article{title="Elastoplastic behavior of frozen sand–concrete interfaces under cyclic shear loading",
author="Jian CHANG, Jian-kun LIU, Ya-li LI, Qi WANG, Zhong-hua HAO",
journal="Journal of Zhejiang University Science A",
volume="23",
number="9",
pages="683-703",
year="2022",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2100667"
}

%0 Journal Article
%T Elastoplastic behavior of frozen sand–concrete interfaces under cyclic shear loading
%A Jian CHANG
%A Jian-kun LIU
%A Ya-li LI
%A Qi WANG
%A Zhong-hua HAO
%J Journal of Zhejiang University SCIENCE A
%V 23
%N 9
%P 683-703
%@ 1673-565X
%D 2022
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2100667

TY - JOUR
T1 - Elastoplastic behavior of frozen sand–concrete interfaces under cyclic shear loading
A1 - Jian CHANG
A1 - Jian-kun LIU
A1 - Ya-li LI
A1 - Qi WANG
A1 - Zhong-hua HAO
J0 - Journal of Zhejiang University Science A
VL - 23
IS - 9
SP - 683
EP - 703
%@ 1673-565X
Y1 - 2022
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2100667


Abstract: 
The resilient modulus, accumulated plastic strain, peak shear stress, and critical shear stress are the elastoplastic behaviors of frozen sand–;concrete interfaces under cyclic shear loading. They reflect the bearing capacity of buildings (e.g. high-speed railways) in both seasonal frozen and permafrost regions. This study describes a series of direct shear experiments conducted on frozen sand–;concrete interfaces. The results indicated that the elastoplastic behaviors of frozen sand–;concrete interfaces, including the resilient modulus, accumulated plastic strain, and shear strength, are influenced by the boundary conditions (constant normal loading and constant normal height), initial normal stress, negative temperature, and cyclic-loading amplitude. The resilient modulus was significantly correlated with the initial normal stress and negative temperature, but not with the cyclic-loading amplitude and loading cycles. The accumulated plastic shear strain increased when the initial normal stress and cyclic-loading amplitude increased and the temperature decreased. Moreover, the accumulated plastic shear strain increment decreased when the loading cycles increased. The accumulated direction also varied with changes in the initial normal stress, negative temperature, and cyclic-loading amplitude. The peak shear stress of the frozen sand–;concrete interface was affected by the initial normal stress, negative temperature, cyclic-loading amplitude, and boundary conditions. Nevertheless, a correlation was observed between the critical shear stress and the initial normal stress and boundary conditions. The peak shear stress was higher, and the critical shear stress was lower under the constant normal height boundary condition. Based on the results, it appears that the properties of frozen sand–;concrete interfaces, including plastic deformation properties and stress strength properties, are influenced by cyclic shear stress. These results provide valuable information for the investigation of constitutive models of frozen soil–structure interfaces.

循环剪切荷载作用下冻结砂-混凝土接触面的弹塑性分析

作者:常键1,刘建坤1,2,3,李亚利1,王麒1,郝中华1
机构:1北京交通大学,土木建筑工程学院,中国北京,100044;2中山大学,土木工程学院,中国珠海,519082;3南方海洋科学与工程广东实验室(珠海),中国珠海,591082
目的:冻结砂-混凝土结构接触面在循环剪切荷载作用下的弹性剪切模量和累积塑性应变是决定冻土区结构承载力的关键因素。本文旨在探讨冻结砂-混凝土接触面在循环加载条件下的变量(循环加载次数、法向应力、冻结温度和循环加载幅值)对初始弹性剪切模量、循环弹性剪切模量、累积塑性变形和剪切强度的影响,了解冻结接触面在循环剪切过程中的弹塑性,为建立循环剪切荷载作用下冻结接触面本构模型提供重要的试验数据支撑。
创新点:1.对冻结接触面施加两种不同边界条件(常法向应力和常法向位移),并通过对冻结接触面施加循环剪切荷载得到不同试验条件下冻结接触面的弹性特性、塑性变形特性以及强度特性;2.建立冻结接触面塑性变形模型,探讨不同因素对塑性变形的影响。
方法:1.通过试验分析,得到不同条件下的塑性变形值、强度值以及不同阶段的弹性剪切模量,并对其进行定性分析;2.构建累积塑性体应变-累积塑性剪应变经验公式(公式(5)),并通过理论推导,得到累积塑性应变方向(公式(6));3.绘制不同参数与法向应力、温度和循环加载幅值的关系曲线,并研究不同因素对累计塑性应变方向的影响(图11、13和15)。
结论:1.温度和法向应力对初始弹性剪切模量和循环弹性剪切模量影响很大;2.冻结接触面塑性剪应变和累积塑性体应变随着循环剪切次数的增加、温度的降低和法向应力的增大而增大,但其增量随着循环次数的增加而逐渐减小;3.累积塑性剪应变与累积塑性体应变呈指数关系;4.峰值剪应力随法向应力的增大、温度的降低和循环幅值的增大而增大。

关键词:冻结砂-混凝土接触面;循环直剪试验;弹塑性分析;累积塑性应变方向;边界条件

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]AghakouchakA, SimWW, JardineRJ, 2015. Stress-path laboratory tests to characterise the cyclic behaviour of piles driven in sands. Soils and Foundations, 55(5):917-928.

[2]AkagawaS, NishisatoK, 2009. Tensile strength of frozen soil in the temperature range of the frozen fringe. Cold Regions Science and Technology, 57(1):13-22.

[3]AldaeefAA, RayhaniMT, 2018. Impact of ground warming on pile-soil interface strength in ice-poor frozen soils. GeoEdmonton 2018.

[4]AldaeefAA, RayhaniMT, 2019a. Interface shear strength characteristics of steel piles in frozen clay under varying exposure temperature. Soils and Foundations, 59(6):2110-2124.

[5]AldaeefAA, RayhaniMT, 2019b. Load transfer and creep behavior of open-ended pipe piles in frozen and unfrozen ground. Innovative Infrastructure Solutions, 4(1):60.

[6]AldaeefAA, RayhaniMT, 2020. Load transfer of pile foundations in frozen and unfrozen soft clay. International Journal of Geotechnical Engineering, 14(6):653-664.

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

[8]CuiYH, LiuJK, LüP, 2013. Development of dynamic load direct shear apparatus for frozen soils. Rock and Soil Mechanics, 34(S2):486-490 (in Chinese).

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

[10]DejongJT, WestgateZJ, 2009. Role of initial state, material properties, and confinement condition on local and global soil-structure interface behavior. Journal of Geotechnical and Geoenvironmental Engineering, 135(11):1646-1660.

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

[12]FengGL, 2009. Study on the cracks on permafrost embankment during the operation of Qinghai-Tibet railway. Sci-Tech Information Development & Economy, 19(11):136-139 (in Chinese).

[13]HanzawaH, NuttN, LunneT, et al., 2007. A comparative study between the NGI direct simple shear apparatus and the Mikasa direct shear apparatus. Soils and Foundations, 47(1):47-58.

[14]HePF, MuYH, YangZH, et al., 2020. Freeze-thaw cycling impact on the shear behavior of frozen soil-concrete interface. Cold Regions Science and Technology, 173:103024.

[15]HePF, MuYH, MaW, et al., 2021. Testing and modeling of frozen clay–concrete interface behavior based on large-scale shear tests. Advances in Climate Change Research, 12(1):83-94.

[16]JardineR, ChowF, OveryR, et al., 2005. ICP Design Methods for Driven Piles in Sands and Clays. Thomas Telford, London, UK.

[17]LaiYM, ZhangY, ZhangSJ, et al., 2009a. Experimental study of strength of frozen sandy soil under different water contents and temperatures. Rock and Soil Mechanics, 30(12):3665-3670 (in Chinese).

[18]LaiYM, JinL, ChangXX, 2009b. Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil. International Journal of Plasticity, 25(6):1177-1205.

[19]LaiYM, XuXX, DongYB, et al., 2013. Present situation and prospect of mechanical research on frozen soils in China. Cold Regions Science and Technology, 87:6-18.

[20]LashkariA, 2012. A plasticity model for sand-structure interfaces. Journal of Central South University, 19(4):1098-1108.

[21]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.

[22]LiQL, 2015. Dynamic Behaviour and Elasto-Plastic Model of Frozen Soil Subjected to Reapeated Cyclic Loading. PhD Thesis, Harbin Institute of Technology, Harbin, China(in Chinese).

[23]LiQL, LingXZ, ShengDC, 2016. Elasto-plastic behaviour of frozen soil subjected to long-term low-level repeated loading, part I: experimental investigation. Cold Regions Science and Technology, 125:138-151.

[24]LiXS, DafaliasYF, 2000. Dilatancy for cohesionless soils. Géotechnique, 50(4):449-460.

[25]LingXZ, LiQL, WangLN, et al., 2013. Stiffness and damping radio evolution of frozen clays under long-term low-level repeated cyclic loading: experimental evidence and evolution model. Cold Regions Science and Technology, 86:45-54.

[26]LiuHB, SongEX, LingHI, 2006. Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics. Mechanics Research Communications, 33(4):515-531.

[27]LüP, LiuJK, CuiYH, 2013. A study of dynamic shear strength of frozen soil-concrete contact interface. Rock and Soil Mechanics, 34(S2):180-183 (in Chinese).

[28]MaW, ChengGD, ZhuYL, et al., 1999. The state key laboratory of frozen soil engineering: review and prospect. Journal of Glaciology and Geocryology, 21(4):317-325.

[29]MartinezA, FrostJD, HebelerGL, et al., 2015. Experimental study of shear zones formed at sand/steel interfaces in axial and torsional axisymmetric tests. Geotechnical Testing Journal, 38(4):409-426.

[30]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.

[31]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).

[32]Pra-aiS, BoulonM, 2017. Soil–structure cyclic direct shear tests: a new interpretation of the direct shear experiment and its application to a series of cyclic tests. Acta Geotechnica, 12(1):107-127.

[33]RandolphMF, 2003. Science and empiricism in pile foundation design. Géotechnique, 53(10):847-875.

[34]RistA, PhillipsM, SpringmanSM, 2012. Inclinable shear box simulations of deepening active layers on perennially frozen scree slopes. Permafrost and Periglacial Processes, 23(1):26-38.

[35]SaberiM, AnnanCD, KonradJM, et al., 2016. A critical state two-surface plasticity model for gravelly soil-structure interfaces under monotonic and cyclic loading. Computers and Geotechnics, 80:71-82.

[36]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.

[37]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.

[38]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).

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

[40]StyleWR, PeppinSSL, 2012. The kinetics of ice-lens growth in porous media. Journal of Fluid Mechanics, 692:482-498.

[41]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.

[42]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 (in Chinese).

[43]VaziriH, HanYC, 1991. Full-scale field studies of the dynamic response of piles embedded in partially frozen soils. Canadian Geotechnical Journal, 28(5):708-718.

[44]XieYM, ChenT, WangJZ, et al., 2022. Study on dynamic shear characteristics of frozen clay-concrete interface. Journal of Railway Science and Engineering, in press (in Chinese).

[45]XiongM, HePF, MuYH, et al., 2021. Modeling of concrete-frozen soil interface from direct shear test results. Advances in Civil Engineering, 2021:7260598.

[46]XuXT, LiQL, XuGF, 2020. Investigation on the behavior of frozen silty clay subjected to monotonic and cyclic triaxial loading. Acta Geotechnica, 15(5):1289-1302.

[47]YangP, ZhaoLZ, WangGL, 2016. A damage model for frozen soil-structure interface under cyclic shearing. Rock and Soil Mechanics, 37(5):1217-1223 (in Chinese).

[48]ZhangD, LiQM, LiuEL, et al., 2019. Dynamic properties of frozen silty soils with different coarse-grained contents subjected to cyclic triaxial loading. Cold Regions Science and Technology, 157:64-85.

[49]ZhangG, ZhangJM, 2006. Monotonic and cyclic tests of interface between structure and gravelly soil. Soils and Foundations, 46(4):505-518.

[50]ZhangG, ZhangJM, 2009. Constitutive rules of cyclic behavior of interface between structure and gravelly soil. Mechanics of Materials, 41(1):48-59.

[51]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.

[52]ZhaoLZ, YangP, WangJG, et al., 2014. Cyclic direct shear behaviors of frozen soil–structure interface under constant normal stiffness condition. Cold Regions Science and Technology, 102:52-62.

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

[54]ZhuZY, LingXZ, ChenSJ, et al., 2010. Experimental investigation on the train-induced subsidence prediction model of Beiluhe permafrost subgrade along the Qinghai–Tibet railway in China. Cold Regions Science and Technology, 62(1):67-75.

[55]ZhuZY, LingXZ, WangZY, et al., 2011. Experimental investigation of the dynamic behavior of frozen clay from the Beiluhe subgrade along the QTR. Cold Regions Science and Technology, 69(1):91-97.

Open peer comments: Debate/Discuss/Question/Opinion

<1>

Please provide your name, email address and a comment





Journal of Zhejiang University-SCIENCE, 38 Zheda Road, Hangzhou 310027, China
Tel: +86-571-87952783; E-mail: cjzhang@zju.edu.cn
Copyright © 2000 - 2022 Journal of Zhejiang University-SCIENCE