Full Text:   <1880>

Suppl. Mater.: 

CLC number: 

On-line Access: 2021-03-10

Received: 2020-03-30

Revision Accepted: 2020-11-15

Crosschecked: 2021-01-20

Cited: 0

Clicked: 2830

Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Xin Liu

https://orcid.org/0000-0002-0161-6806

-   Go to

Article info.
Open peer comments

Journal of Zhejiang University SCIENCE A 2021 Vol.22 No.3 P.188-194

http://doi.org/10.1631/jzus.A2000121


Unified characterization of hydro-mechanical properties of soil-bentonite mixtures exposed to pore-fluid salinity


Author(s):  Xin Liu, Wen-zhe Zhang, Xiao Wei, Heng-xing Lan

Affiliation(s):  School of Geological Engineering and Geomatics, Chang’an University, Xi’an 710054, China; more

Corresponding email(s):   xliu67@chd.edu.cn, lanhx@lreis.ac.cn

Key Words:  Hydro-mechanical property, Soil-bentonite mixture, Pore-fluid salinity


Xin Liu, Wen-zhe Zhang, Xiao Wei, Heng-xing Lan. Unified characterization of hydro-mechanical properties of soil-bentonite mixtures exposed to pore-fluid salinity[J]. Journal of Zhejiang University Science A, 2021, 22(3): 188-194.

@article{title="Unified characterization of hydro-mechanical properties of soil-bentonite mixtures exposed to pore-fluid salinity",
author="Xin Liu, Wen-zhe Zhang, Xiao Wei, Heng-xing Lan",
journal="Journal of Zhejiang University Science A",
volume="22",
number="3",
pages="188-194",
year="2021",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2000121"
}

%0 Journal Article
%T Unified characterization of hydro-mechanical properties of soil-bentonite mixtures exposed to pore-fluid salinity
%A Xin Liu
%A Wen-zhe Zhang
%A Xiao Wei
%A Heng-xing Lan
%J Journal of Zhejiang University SCIENCE A
%V 22
%N 3
%P 188-194
%@ 1673-565X
%D 2021
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2000121

TY - JOUR
T1 - Unified characterization of hydro-mechanical properties of soil-bentonite mixtures exposed to pore-fluid salinity
A1 - Xin Liu
A1 - Wen-zhe Zhang
A1 - Xiao Wei
A1 - Heng-xing Lan
J0 - Journal of Zhejiang University Science A
VL - 22
IS - 3
SP - 188
EP - 194
%@ 1673-565X
Y1 - 2021
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2000121


Abstract: 
Knowledge on the impact of pore-fluid salinity, characterized by the changes of pH, ionic concentration, material composition, and other factors, on geotechnical engineering applications involving hydro-chemo-mechanical systems, is expanding. These systems range from conventional geotechnical applications to geo-environmental facilities. A favorable soil of bentonite was often adopted as an admixture in these projects owing to its high swelling and self-sealing capabilities. Among a list of parameters, hydraulic conductivity and undrained shear strength are the most fundamental ones that are closely related to the engineering performance of sealing materials. The characterization of these two parameters for soil-bentonite mixtures, while taking into account the influence of pore-fluid salinity, is therefore a matter of concern at both academic and practical levels.

水盐效应对膨润土混合土力学特性的影响及评估方法研究

目的:揭示水盐效应对膨润土混合土的渗透系数和不排水剪切强度的影响.
创新点:1. 通过核磁及扫描电镜等手段从微观角度解释混合土力学指标的变化规律;2. 建立水盐效应下评估混合土的渗透系数和不排水剪切强度的经验关系式.
方法:1. 通过开展常规渗透试验和十字板剪切试验,揭示混合土力学指标的变化规律;2. 通过微观试验,分析影响力学指标的主要控制因素;3. 通过收集文献数据,验证经验关系式的可行性和有效性.
结论:1. 混合土的渗透系数随着膨润土含量的升高而降低;用盐水饱和的试样,其渗透系数偏大,而不排水剪切强度呈相反的趋势.2. 由核磁试验获得的试样孔隙分布可用来解释其渗透系数的变化规律.3. 文中提出的经验关系式能够较好地预测混合土的力学特性,包括渗透系数和不排水剪切强度.

关键词:水盐效应;渗透系数;不排水剪切强度;膨润土混合土

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

Reference

[1]Chapuis RP, 2012. Predicting the saturated hydraulic conductivity of soils: a review. Bulletin of Engineering Geology and the Environment, 71(3):401-434.

[2]D’Appolonia DJ, 1980. Soil-bentonite slurry trench cutoffs. Journal of the Geotechnical Engineering Division, 106(4):399-417.

[3]Deng YF, Tang AM, Cui YJ, et al., 2011. Study on the hydraulic conductivity of Boom clay. Canadian Geotechnical Journal, 48(10):1461-1470.

[4]Deng YF, Wu ZL, Cui YJ, et al., 2017. Sand fraction effect on hydro-mechanical behavior of sand-clay mixture. Applied Clay Science, 135:355-361.

[5]Dolinar B, Trauner L, 2007. The impact of structure on the undrained shear strength of cohesive soils. Engineering Geology, 92(1-2):88-96.

[6]Horpibulsuk S, Yangsukkaseam N, Chinkulkijniwat A, et al., 2011. Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite. Applied Clay Science, 52(1-2):150-159.

[7]Ismeik M, Ashteyat AM, Ramadan KZ, 2013. Stabilisation of fine-grained soils with saline water. European Journal of Environmental and Civil Engineering, 17(1):32-45.

[8]Kawaragi C, Yoneda T, Sato T, et al., 2009. Microstructure of saturated bentonites characterized by X-ray CT observations. Engineering Geology, 106(1-2):51-57.

[9]Lan HX, Chen JH, Macciotta R, 2019. Universal confined tensile strength of intact rock. Scientific Reports, 9(1):6170.

[10]Liu X, Zhang N, Lan HX, 2019. Effects of sand and water contents on the small-strain shear modulus of loess. Engineering Geology, 260:105202.

[11]Liu X, Tian CY, Lan HX, 2020a. Laboratory investigation of the mechanical properties of a rubber-calcareous sand mixture: the effect of rubber content. Applied Sciences, 10(18):6583.

[12]Liu X, Qin H, Lan HX, 2020b. On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling. Soil Dynamics and Earthquake Engineering, 136:106216.

[13]Mishra AK, Dutta J, Chingtham R, 2015. A study on the behavior of the compacted bentonite in the presence of salt solutions. International Journal of Geotechnical Engineering, 9(4):354-362.

[14]Mitchell JK, 1993. Fundamentals of Soil Behavior, 2nd Edition. Wiley, New York, USA.

[15]Mollins LH, Stewart DI, Cousens TW, 1996. Predicting the properties of bentonite-sand mixtures. Clay Minerals, 31(2):243-252.

[16]Romero E, 2013. A microstructural insight into compacted clayey soils and their hydraulic properties. Engineering Geology, 165:3-19.

[17]Shang XY, Zhou GQ, Lu Y, 2015. Stress-dependent undrained shear behavior of remolded deep clay in East China. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 16(3):171-181.

[18]Sivapullaiah PV, Sridharan A, Stalin VK, 2000. Hydraulic conductivity of bentonite-sand mixtures. Canadian Geotechnical Journal, 37(2):406-413.

[19]Wahid AS, Gajo A, Di Maggio R, 2011. Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses. Géotechnique, 61(6):449-457.

[20]Xu PP, Zhang QY, Qian H, et al., 2020. Effect of sodium chloride concentration on saturated permeability of remolded loess. Minerals, 10(2):199.

[21]Xue QF, Lu SG, 2008. Microstructure of ferrospheres in fly ashes: SEM, EDX and ESEM analysis. Journal of Zhejiang University-SCIENCE A, 9(11):1595-1600.

[22]Yang J, Liu X, 2016. Shear wave velocity and stiffness of sand: the role of non-plastic fines. Géotechnique, 66(6):500-514.

[23]Ye WM, Chen YG, Chen B, et al., 2010. Advances on the knowledge of the buffer/backfill properties of heavily-compacted GMZ bentonite. Engineering Geology, 116(1-2):12-20.

[24]Zhang CL, Kröhn KP, 2019. Sealing behaviour of crushed claystone-bentonite mixtures. Geomechanics for Energy and the Environment, 17:90-105.

[25]Zhu CH, Ye WM, Chen YG, et al., 2013. Influence of salt solutions on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite. Engineering Geology, 166:74-80.

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 - 2024 Journal of Zhejiang University-SCIENCE