IN-SITU STABILIZATION OF CLAYS WITH LIME, DOLERITE AND QUARTZITE POWDERS

doi:10.1016/j.geomorph.2020.107134

CORC > 成都山地灾害与环境研究所 > 中国科学院水利部成都山地灾害与环境研究所

	IN-SITU STABILIZATION OF CLAYS WITH LIME, DOLERITE AND QUARTZITE POWDERS
	Shah Syed Husnain Ali 1; Arif Muhammad 2,3; Sabir Mohammad Amjad 1; Iqbal Javed
刊名	ACTA GEODYNAMICA ET GEOMATERIALIA
	2020
卷号	17 期号:3 页码:107134
关键词	Penetration resistance Bearing capacity Expansive Clay Settlement Foundations Plasticity Index Cohesion Angle of Internal friction
ISSN号	1214-9705
DOI	10.1016/j.geomorph.2020.107134
产权排序	4
文献子类	Article
英文摘要	This study presents the results of in-situ field stabilization of clay soil using lime, dolerite and quartzite powders. The rock samples were collected from Oghi village and Misri Banda village of Khyber Pakhtunkhwa Province, Pakistan. A 415m(2) site comprised of loose clay in Haripur district of Khyber Pakhtunkhwa was selected for field stabilization. In order to implement the experimental plan, eight test pits were dug and soil samples were collected from each pit to determine their major geotechnical properties. The raw soil contained kaolinite, illite and montmorillonite and hence characterized as CH type according to the Unified Classification System. The addition of 6 % lime was found to produce the most positive impact on soil properties. Following a steady augment by 10 %, a maximum of 30 % dolerite and quartzite powders were separately mixed with each of the 6 % lime-added soil samples. The resulting mixed soils were placed back into their respective pits and compacted using compaction vibrator. Standard penetration, field density and plate load tests were performed on each test pit. Finally, soil samples were extracted from all the test pits and the values of their direct shear box and Atterberg limits were measured. The results demonstrate that the addition of dolerite and quartzite leads to a significant increase in the bearing capacity, dry density, penetration resistance and angle of internal friction and thus improves the performance of the formerly lime-stabilized soil by drastically decreasing its compressibility. The resulting improvement is mainly due to the denser and less hydrophilic character of the constituents of the added rock powders as compared with the lime and raw soil. It has also been found that the magnitude of impact on the soil properties by dolerite and quartzite is notably different owing to the difference in mineralogical composition and physical characteristics of individual minerals present in both rock types. This study would help construction engineers for better soil treatment.
电子版国际标准刊号	1872-695X
语种	英语
WOS记录号	WOS:000527307400019
内容类型	期刊论文
源URL	[http://ir.imde.ac.cn/handle/131551/46859]
专题	中国科学院水利部成都山地灾害与环境研究所
通讯作者	Shah Syed Husnain Ali
作者单位	1.Shah Syed Husnain Ali 2.;Arif Muhammad(2,3);Sabir Mohammad Amjad 3.;Iqbal Javed(4,5)
推荐引用方式 GB/T 7714	Shah Syed Husnain Ali,Arif Muhammad,Sabir Mohammad Amjad,et al. IN-SITU STABILIZATION OF CLAYS WITH LIME, DOLERITE AND QUARTZITE POWDERS[J]. ACTA GEODYNAMICA ET GEOMATERIALIA,2020,17(3):107134.
APA	Shah Syed Husnain Ali,Arif Muhammad,Sabir Mohammad Amjad,&Iqbal Javed.(2020).IN-SITU STABILIZATION OF CLAYS WITH LIME, DOLERITE AND QUARTZITE POWDERS.ACTA GEODYNAMICA ET GEOMATERIALIA,17(3),107134.
MLA	Shah Syed Husnain Ali,et al."IN-SITU STABILIZATION OF CLAYS WITH LIME, DOLERITE AND QUARTZITE POWDERS".ACTA GEODYNAMICA ET GEOMATERIALIA 17.3(2020):107134.