Influences of Na<sub>2</sub>SO<sub>4</sub> solution on physical and mechanical properties of granite residual soil

TANG Liansheng; CHEN Yang; YE Yanghai; ZHOU Zixiao; CHENG Zihua

doi:10.11779/CJGE20220858

Volume 45 Issue 10

Turn off MathJax

Article Contents

Abstract

References

Supplements

Chinese Journal of Geotechnical Engineering > 2023 > 45(10): 2139-2147. > DOI: 10.11779/CJGE20220858

TANG Liansheng, CHEN Yang, YE Yanghai, ZHOU Zixiao, CHENG Zihua. Influences of Na₂SO₄ solution on physical and mechanical properties of granite residual soil[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(10): 2139-2147. DOI: 10.11779/CJGE20220858

Citation:

PDF (2777 KB)

PDF(English) (4408KB)

Influences of Na₂SO₄ solution on physical and mechanical properties of granite residual soil

TANG Liansheng^{1, 2, 3, 4,},
CHEN Yang^{1, 3, 4},
YE Yanghai^{1, 3, 4},
ZHOU Zixiao^{1, 3, 4},
CHENG Zihua^{1, 3, 4}

1.
School of Earth Science and Engineering, Sun Yat-Sen University, Zhuhai 519082, China
2.
School of Architecture Engineering, Guangzhou Institute of Science and Technology, Guangzhou 510540, China
3.
Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Zhuhai 519082, China
4.
Guangdong Provincial Key Lab of Geodynamics and Geohazards, Zhuhai 519082, China

More Information

Received Date: July 10, 2022
Available Online: March 05, 2023

Graphical Abstract

Abstract

Abstract

The change of hydrochemical environment of granite residual soil will affect its physical and mechanical properties and microstructure. In order to explore the effects of immersion in Na₂SO₄ solution with different concentrations for 7 and 14 days on the physical and mechanical properties of the granite residual soil, the self-developed water and soil chemical cycle system is used to study the change rules of its resistivity, boundary moisture content, compressibility, shear strength, mineral composition and microstructure. The tests show that increasing the concentration of Na₂SO₄ solution can reduce its resistivity and limit moisture content. With the increase of the salt concentration, the compressibility of the granite residual soil increases first and then decreases after soaked for 7 days. When soaked for 14 days, the compressibility of the granite residual soil exhibits an overall upward trend. The shear strength, cohesion and internal friction angle first decrease and then increase with the increase of the salt concentration. After soaked for 14 days, the internal friction angle of the granite residual soil increases as the salt concentration increases. The SEM images show that the granite residual soil is in flocculation structure after soaked in Na₂SO₄ solution, and the soil particles are obviously coarsened. The research results may provide a certain reference value for the change laws of physical and mechanical properties of Na₂SO₄ solution after it affects the soil.
- Na₂SO₄ solution,
- physical and mechanical property,
- microstructure,
- double-electric layer

FullText(HTML)

References (29)

References

[1]	安然, 孔令伟, 黎澄生, 等. 炎热多雨气候下花岗岩残积土的强度衰减与微结构损伤规律[J]. 岩石力学与工程学报, 2020, 39(9): 1902-1911. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202009017.htm AN Ran, KONG Lingwei, LI Chengsheng, et al. Strength attenuation and microstructure damage of granite residual soils under hot and rainy weather[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(9): 1902-1911. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202009017.htm
[2]	安然, 孔令伟, 柏巍, 等. 单轴荷载下残积土的电阻率损伤模型及干湿循环效应[J]. 岩石力学与工程学报, 2020, 39(增刊1): 3159-3167. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2020S1058.htm AN Ran, KONG Lingwei, BAI Wei, et al. The resistivity damage model of residual soil under uniaxial load and the law of drying-wetting effects[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(S1): 3159-3167. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2020S1058.htm
[3]	黎澄生, 安然, 舒荣军, 等. 花岗岩残积土初期崩解规律与数学形态学方法近似模拟[J]. 岩石力学与工程学报, 2020, 39(4): 845-854. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202004019.htm LI Chengsheng, AN Ran, SHU Rongjun, et al. Initial-disintegration analysis of granite residual soil and approximate simulation of mathematical morphology[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(4): 845-854. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202004019.htm
[4]	DI MAIO C, SCARINGI G. Shear displacements induced by decrease in pore solution concentration on a pre-existing slip surface[J]. Engineering Geology, 2016, 200: 1-9. doi: 10.1016/j.enggeo.2015.11.007
[5]	ZHANG F, WANG G, KAMAI T, et al. Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution [J]. Engineering Geology, 2013, 155: 69-79. doi: 10.1016/j.enggeo.2012.12.018
[6]	CAKAR E, YUKSELEN-AKSOY Y. Ageing effect on compressibility, permeability and shear strength of clayey soils exposed to salt solutions[J]. Geomechanics and Engineering, 2021, 25: 245-251.
[7]	KOMINE H, YASUHARA K, MURAKAMI S. Swelling characteristics of bentonites in artificial seawater[J]. Canadian Geotechnical Journal, 2009, 46: 177-189. doi: 10.1139/T08-120
[8]	张芹, 颜荣涛, 韦昌富, 等. 孔隙溶液对粉质黏土界限含水率的影响[J]. 岩土力学, 2015, 36(增刊1): 558-562, 608. ZHANG Qin, YAN Rongtao, WEI Changfu, et al. Effects of pore fluids on consistency limits of silty clay[J]. Rock and Soil Mechanics, 2015, 36(S1): 558-562, 608. (in Chinese)
[9]	于海浩, 孙德安. 不同溶液下弱膨胀土的抗剪强度研究[J]. 地下空间与工程学报, 2019, 15(2): 423-427, 451. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201902016.htm YU Haihao, SUN Dean. Shear strength of weakly expansive soils in different solution[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(2): 423-427, 451. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201902016.htm
[10]	于海浩, 韦昌富, 颜荣涛, 等. 孔隙溶液浓度的变化对黏土强度的影响[J]. 岩土工程学报, 2015, 37(3): 564-569. doi: 10.11779/CJGE201503023 YU Haihao, WEI Changfu, YAN Rongtao, et al. Effects of pore solution concentrations on shear strength of clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 564-569. (in Chinese) doi: 10.11779/CJGE201503023
[11]	杨秀娟, 武雷杰, 刘惹梅, 等. 酸性溶液对重塑黄土工程性质的影响研究[J]. 人民黄河, 2020, 42(7): 122-125, 135. https://www.cnki.com.cn/Article/CJFDTOTAL-RMHH202007028.htm YANG Xiujuan, WU Leijie, LIU Remei, et al. Effect of acid solution on engineering properties of remodeled loess[J]. Yellow River, 2020, 42(7): 122-125, 135. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-RMHH202007028.htm
[12]	杨秀娟, 汪源, 樊恒辉, 等. 孔隙溶液酸碱度对重塑黄土工程性质的影响研究[J]. 长江科学院院报, 2018, 35(9): 92-97. https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB201809020.htm YANG Xiujuan, WANG Yuan, FAN Henghui, et al. Effects of pore solution's pH value on engineering properties of remolded loess[J]. Journal of Yangtze River Scientific Research Institute, 2018, 35(9): 92-97. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB201809020.htm
[13]	姚传芹, 韦昌富, 马田田, 等. 孔隙溶液对膨胀土力学性质影响[J]. 岩土力学, 2017, 38(增刊2): 116-122. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2017S2016.htm YAO Chuanqin, WEI Changfu, MA Tiantian, et al. Effects of pore solution on mechanical properties of expansive soil[J]. Rock and Soil Mechanics, 2017, 38(S2): 116-122. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2017S2016.htm
[14]	郑新江, 徐永福. 盐溶液饱和高庙子膨润土的强度特性[J]. 岩土工程学报, 2021, 43(4): 783-788. doi: 10.11779/CJGE202104022 ZHENG Xinjiang, XU Yongfu. Strength characteristics of GMZ bentonite saturated with salt solutions[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(4): 783-788. (in Chinese) doi: 10.11779/CJGE202104022
[15]	梁健伟, 房营光, 陈松. 含盐量对极细颗粒黏土强度影响的试验研究[J]. 岩石力学与工程学报, 2009, 28(增刊2): 3821-3829. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2009S2080.htm LIANG Jianwei, FANG Yingguang, CHEN Song. Experimental research on effect of salt content on strength of tiny-particle clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(S2): 3821-3829. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2009S2080.htm
[16]	杨德欢, 颜荣涛, 韦昌富, 等. 粉质黏土强度指标的水化学敏感性研究[J]. 岩土力学, 2016, 37(12): 3529-3536. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201612023.htm YANG Dehuan, YAN Rongtao, WEI Changfu, et al. A study of water chemical sensitivity of strength indices of silty clay[J]. Rock and Soil Mechanics, 2016, 37(12): 3529-3536. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201612023.htm
[17]	汤连生, 刘增贤, 黄国怡, 等. 红土中含铁离子物质的化学行为与力学效应[J]. 水文地质工程地质, 2004, 31(4): 45-49. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200404007.htm Tang Liansheng, Liu Zengxian, Huang Guoyi, et al. Chemical action and mechanical effect of the material with abundant iron ion in red soils[J]. Hydrogeology & Engineering Geology, 2004, 31(4): 45-49. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200404007.htm
[18]	刘懿韬. 海水对花岗岩残积土的工程特性影响及土体加固机理研究[D]. 广州: 华南农业大学, 2018. LIU Yitao. Influence of Seawater on Engineering Properties of Granite Residual Soil and Soil Reinforcement Mechanism[D]. Guangzhou: South China Agricultural University, 2018. (in Chinese)
[19]	肖桂元, 朱杰茹, 徐光黎, 等. NaCl溶液引起红黏土界限含水率变化的试验研究[J]. 中南大学学报(自然科学版), 2021, 52(9): 3314-3321. XIAO Guiyuan, ZHU Jieru, XU Guangli, et al. Experimental study on change of limit water content of red clay caused by NaCl solution[J]. Journal of Central South University (Science and Technology), 2021, 52(9): 3314-3321. (in Chinese)
[20]	雷杰, 于海浩, 蒋仕清, 等. 氯化纳溶液对铝土矿矿泥的沉降影响[J]. 矿业研究与开发, 2021, 41(9): 145-149. https://www.cnki.com.cn/Article/CJFDTOTAL-KYYK202109027.htm LEI Jie, YU Haihao, JIANG Shiqing, et al. Effect of sodium chloride solution on sedimentation of bauxite slime[J]. Mining Research and Development, 2021, 41(9): 145-149. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KYYK202109027.htm
[21]	汤连生. 略论岩土化学力学[J]. 中山大学学报(自然科学版), 2002, 41(3): 86-90. https://www.cnki.com.cn/Article/CJFDTOTAL-ZSDZ200203022.htm TANG Liansheng. On chemical mechanics for rock and soil[J]. Acta Scientiarum Naturalium Universitatis Sunyatseni, 2002, 41(3): 86-90. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZSDZ200203022.htm
[22]	汤连生, 张鹏程, 王思敬. 水-岩化学作用之岩石断裂力学效应的试验研究[J]. 岩石力学与工程学报, 2002, 21(6): 822-827. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200206014.htm TANG Liansheng, ZHANG Pengcheng, WANG Sijing. Testing study on macroscopic mechanics effect of chemical action of water on rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(6): 822-827. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200206014.htm
[23]	汤连生. 水-土化学作用的力学效应及机理分析[J]. 中山大学学报(自然科学版), 2000, 39(4): 104-109. https://www.cnki.com.cn/Article/CJFDTOTAL-ZSDZ200004023.htm TANG Liansheng. Mechanical effect of chemical action of water on soil and analysis on its mechanism[J]. Acta Scientiarum Naturalium Universitatis Sunyatseni, 2000, 39(4): 104-109. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZSDZ200004023.htm
[24]	江南. 孔隙水中阳离子对海相黏性土结合水的影响及其力学效应研究[D]. 吉林: 吉林大学, 2021. JIANG Nan. Study on the Influence of Cations in Pore Water on the Bound Water of Marine Cohesive Soil and Its Mechanical Effects[D]. Jilin: Jilin University, 2021. (in Chinese)
[25]	梁埔源, 刘玉坤, 刘会强. NaCl溶液对宁明膨胀土强度指标的影响[J]. 土工基础, 2017, 31(5): 651-654. https://www.cnki.com.cn/Article/CJFDTOTAL-TGJC201705029.htm LIANG Puyuan, LIU Yukun, LIU Huiqiang. Effect of NaCl solution on the strength parameters of Ningming expansive soil[J]. Soil Engineering and Foundation, 2017, 31(5): 651-654. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TGJC201705029.htm
[26]	张彤炜, 邓永锋, 刘松玉, 等. 渗透吸力对重塑黏土的压缩和渗透特性影响的试验研究[J]. 岩土工程学报, 2014, 36(12): 2260-2266. doi: 10.11779/CJGE201412014 ZHANG Tong-wei, DENG Yong-feng, LIU Song-yu, et al. Strength characteristics of GMZ bentonite saturated with salt solutions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2260-2266. (in Chinese) doi: 10.11779/CJGE201412014
[27]	于海浩. 不同孔隙溶液和温度下的膨胀土力学特性[D]. 上海: 上海大学, 2018. YU Haihao. Mechanical Properties of Expansive Soil under Different Pore Solutions and Temperatures[D]. Shanghai: Shanghai University, 2018. (in Chinese)
[28]	LIU C, TANG C-S, SHI B, et al. Automatic quantification of crack patterns by image processing[J]. Computers & Geosciences, 2013, 57: 77-80.
[29]	郭秀军, 刘涛, 贾永刚, 等. 土的工程力学性质与其电阻率关系实验研究[J]. 地球物理学进展, 2003, 18(1): 151-155. GUO Xiujun, LIU Tao, JIA Yonggang, et al. The study of the relationship between engineering mechanical properties and resistivity of soils[J]. Progress in Geophysics, 2003, 18(1): 151-155. (in Chinese)

Supplements (2)

Supplements
Other Related Supplements
- English PDF
  20231017-G22-0858（English Version） Download(4408KB)
- PDF format
  17-202310-G22-0858一文审稿意见与作者答复 Download(2099KB)

Cited By

Get Citation

PDF

XML

PDF(English)(4408KB)(18)

Article views (319) PDF downloads (94)

Influences of Na2SO4 solution on physical and mechanical properties of granite residual soil

Abstract

References

Supplements

Other Related Supplements

English PDF

PDF format

Catalog

Related

Export File

Citation

Format

Content

Influences of Na₂SO₄ solution on physical and mechanical properties of granite residual soil