The Effect of Acidic and Alkaline Chemical Solutions on the Behavior of Collapsible Soils

被引:7
|
作者
Khodabandeh, Mohammad Ali [1 ]
Nokande, Saber [2 ]
Besharatinezhad, Ali [1 ]
Sadeghi, Behnam [3 ]
Hosseini, Seyed Mahdi [4 ]
机构
[1] Budapest Univ Technol & Econ, Fac Civil Engn, Dept Engn Geol & Geotech, Muegyet Rkp 3, H-1111 Budapest, Hungary
[2] Semnan Univ, Fac Civil Engn, Dept Geotech Engn, Semnan 1911135131, Iran
[3] Coll Environm, Fac Civil Engn, Dept Environm Engn, Karaj 317461, Iran
[4] Shahrood Univ Technol, Fac Civil Engn, Dept Geotech Engn, Shahrood 3619995161, Iran
来源
PERIODICA POLYTECHNICA-CIVIL ENGINEERING | 2020年 / 64卷 / 03期
关键词
collapsible soil; collapse potential; shear strength; acid; alkali; MECHANICAL-PROPERTIES; SHEAR-STRENGTH; KAOLINITE SOILS; SURFACE-CHARGES; COMPACTED CLAY;
D O I
10.3311/PPci.15643
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this research, the effect of acidic and alkaline chemical solutions on the behavior of loessial soil was investigated. To evaluate the severity of acidity and alkalinity of chemicals, two factors sulfuric acid and sodium hydroxide were used in the pH of 3, 5, 9, 11. In this research, the effect of acidic and alkaline solutions on the collapse potential, shear strength parameters and unconfined compression of collapsible soils were investigated. Experimental tests results showed that acidic solutions with a low pH increase the collapse potential and effective cohesion of soil and decrease effective internal friction angle; on the other hand, alkaline solutions with a high pH decrease the collapse potential and effective cohesion of the soil and increase effective internal friction angle. The results of unconfined compression tests showed that with increasing the acidity and alkalinity in soil, the undrained strength of the soil decreased. SEM test results showed an increase in soil cavities in acidic solution while the soil cavities were fixed in alkaline solution.
引用
收藏
页码:939 / 950
页数:12
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