|Table of Contents|

Experimental study on mechanical properties of loess improved by nano clays(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2023年02期
Page:
138-149
Research Field:
岩土工程
Publishing date:

Info

Title:
Experimental study on mechanical properties of loess improved by nano clays
Author(s):
CAO Baohua12 ZHAO Danni1 XU Jiangbo1 SUN Haohui1 QI Yu1 LAI Jie3
(1. School of Highway, Chang'an Unversity, Xi'an 710064, Shaanxi, China; 2. Xi'an Changda Highway Engineering Inspection Center Co., Ltd, Xi'an 710064, Shaanxi, China; 3. Combat Support College, Rocket Force University of Engineering, Xi'an 710025, Shaanxi, China)
Keywords:
attapulgite nano montmorillonite unconfined compressive strength shear strength modified loess
PACS:
TU472
DOI:
10.19815/j.jace.2021.10016
Abstract:
Two different nano clay materials were mixed into the loess soil in the Ansai area of Shaanxi Province, and an orthogonal test was designed to investigate the effects of different factors, such as mixing ratio, water content, and curing time on the modified loess. Three-axis tests were conducted to analyze the changes in the unconfined compressive strength and shear strength of the modified loess after mixing the attapulgite and nano montmorillonite, and the improvement mechanisms were microscopically analyzed by SEM. The results show that the addition of 1% attapulgite and 2% nano montmorillonite have the most significant influence on the compressive strength of the loess. Under certain water content, the compressive strength of the plain loess increase by 21% and 42.3%, respectively. The stress-strain curve of the modified loess with the two types of nano clay is affected by dry density, confining pressure, and mixing ratio. The modified loess with a dry density of 1.35 g?cm-3 and a confining pressure of 50 kPa exhibit a strain softening phenomenon, while the stress-strain curves of the modified loess at four different confining pressures show strain hardening tendency when the dry density reached 1.65 g?cm-3. The two types of nano clay significantly affect the shear strength index of the modified loess. The addition of 1% attapulgite and 2% nano montmorillonite increase the cohesion of the modified loess by 61.02% and 81.70%, respectively, and the internal friction angle increase by 27.86% and 21.31%, respectively.

References:

[1] 王兰民.黄土动力学[M].北京:地震出版社,2003.
WANG Lanmin.Loess dynamics[M].Beijing:Seismological Press,2003.
[2]贾尚华,申向东,解国梁.石灰-水泥复合土增强机制研究[J].岩土力学,2011,32(增1):382-387.
JIA Shanghua,SHEN Xiangdong,XIE Guoliang.Reinforcement mechanism of lime-cement soil[J].Rock and Soil Mechanics,2011,32(S1):382-387.
[3]贺智强,樊恒辉,王军强,等.木质素加固黄土的工程性能试验研究[J].岩土力学,2017,38(3):731-739.
HE Zhiqiang,FAN Henghui,WANG Junqiang,et al.Experimental study of engineering properties of loess reinforced by lignosulfonate[J].Rock and Soil Mechanics,2017,38(3):731-739.
[4]王银梅,高立成.黄土化学改良试验研究[J].工程地质学报,2012,20(6):1071-1077.
WANG Yinmei,GAO Licheng.Experimental research on chemical improvement of loess[J].Journal of Engineering Geology,2012,20(6):1071-1077.
[5]李 磊.硅微粉改良黄土的力学特性及结构性试验研究[D].西安:西安理工大学,2019.
LI Lei.Experimental study on mechanical properties and structural properties of silicon powder improving loess[D].Xi'an:Xi'an University of Technology,2019.
[6]田高源.赤泥改良黄土的抗剪强度和渗透特性研究[D].太原:太原理工大学,2018.
TIAN Gaoyuan.Study on shear strength and permeability of loess improved by the red mud[D].Taiyuan:Taiyuan University of Technology,2018.
[7]王 谦,刘红玫,马海萍,等.水泥改性黄土的抗液化特性与机制[J].岩土工程学报,2016,38(11):2128-2134.
WANG Qian,LIU Hongmei,MA Haiping,et al.Liquefaction behavior and mechanism of cement-stabilized loess[J].Chinese Journal of Geotechnical Engineering,2016,38(11):2128-2134.
[8]李 刚.纳米材料水泥土工程性状试验研究[D].杭州:浙江大学,2003.
LI Gang.Experiment study on engineering properties of nanomaterial-reinforced cement-stabilized soil[D].Hangzhou:Zhejiang University,2003.
[9]LI H,XIAO H G,YUAN J,et al.Microstructure of cement mortar with nano-particles[J].Composites Part B:Engineering,2004,35(2):185-189.
[10]王立峰,翟惠云.纳米硅水泥土抗压强度的正交试验和多元线性回归分析[J].岩土工程学报,2010,32(增1):452-457.
WANG Lifeng,ZHAI Huiyun.Orthogonal test and regression analysis of compressive strength of nanometer silicon and cement-stabilized soils[J].Chinese Journal of Geotechnical Engineering,2010,32(S1):452-457.
[11]王文军.纳米矿粉水泥土固化机理及损伤特性研究[D].杭州:浙江大学,2004.
WANG Wenjun.Study on reinforcement mechanism and damage performance of cemented soil stabilized with nanometer material[D].Hangzhou:Zhejiang University,2004.
[12]任晓川.基于纳米二氧化硅改良的冻(融)土力学特性的试验研究[D].兰州:兰州大学,2016.
REN Xiaochuan.Experimental study of nano-silica on the mechanical properties of frozen(thawing)-soil[D].Lanzhou:Lanzhou University,2016.
[13]任 真,余湘娟,高 磊.纳米氧化镁改性黏土强度特性试验[J].水利水运工程学报,2016(5):85-90.
REN Zhen,YU Xiangjuan,GAO Lei.Experimental research on strength characteristics of nano-MgO modified soil[J].Hydro-science and Engineering,2016(5):85-90.
[14]李佳明,陈学军,黄 翔,等.纳米膨润土改良红黏土力学特性机理分析[J].广西大学学报(自然科学版),2020,45(1):147-154.
LI Jiaming,CHEN Xuejun,HUANG Xiang,et al.Mechanical properties and mechanisms of modified red clay by nanometer bentonite[J].Journal of Guangxi University(Natural Science Edition),2020,45(1):147-154.
[15]KATZ L E,RAUCH A F,LILJESTRAND H M,et al.Mechanisms of soil stabilization with liquid ionic stabilizer[J].Transportation Research Record,2001,1757(1):50-57.
[16]ZORIYEH H,ERDEM S,GÜRBÜZ E,et al.Nano-clay modified high plasticity soil as a building material:micro-structure linked engineering properties and 3D digital crack analysis[J].Journal of Building Engineering,2020,27:101005.
[17]KHALID N,MUKRI M,KAMARUDIN F,et al.Effect of nanoclay in soft soil stabilization[M].Singapore:Springer,2015.
[18]陈学军,李家成,宋 宇,等.纳米石墨粉对红黏土力学性质的影响[J].工程地质学报,2018,26(1):97-102.
CHEN Xuejun,LI Jiacheng,SONG Yu,et al.Effect of nano graphite powder on mechanical properties of red clay[J].Journal of Engineering Geology,2018,26(1):97-102.
[19]周 斌,高 磊,余湘娟.纳米Al2O3改性粘土试验研究[J].水文地质工程地质,2014,41(2):74-78.
ZHOU Bin,GAO Lei,YU Xiangjuan.Experimental research on nanometer alumina modified clay[J].Hydrogeology & Engineering Geology,2014,41(2):74-78.
[20]顾春元,狄勤丰,景步宏,等.疏水纳米SiO2抑制黏土膨胀机理[J].石油学报,2012,33(6):1028-1031.
GU Chunyuan,DI Qinfeng,JING Buhong,et al.Mechanism of hydrophobic nano-SiO2 material in inhibiting clay swelling[J].Acta Petrolei Sinica,2012,33(6):1028-1031.
[21]张艳美,马 丁,李国勋,等.纳米SiO2和石灰改良黄泛区粉土的力学特性研究[J].工程地质学报,2021,29(4):1233-1239.
ZHANG Yanmei,MA Ding,LI Guoxun,et al.Mechanical properties of nano-SiO2 and lime-stabilized slit in yellow river flood area[J].Journal of Engineering Geology,2021,29(4):1233-1239.

Memo

Memo:
-
Last Update: 2023-03-20