Index Properties and Compaction Characteristics of Kerosene Contaminated Clayey Soil

Author(s):  
C. Vipulanandan ◽  
P. Elesvwarapu
2021 ◽  
Vol 39 (8) ◽  
pp. 1257-1264
Author(s):  
Noor Tarsh ◽  
Mohammed Al-Neami ◽  
Kawther Al-Soudany

2015 ◽  
Vol 76 (2) ◽  
Author(s):  
Teing Chai Yoon ◽  
Zurairahetty Mohd Yunus ◽  
Aminaton Marto ◽  
Muhammad Azril Hezmi ◽  
Siti Norafida Jusoh ◽  
...  

Pre-test treatment prior to soil index properties testing particularly pre-drying plays an important role in order to obtain accurate and reliable results. According to British Standard, BS1377:1990-Part 1, soil sample shall be dried by either air drying or oven drying before testing. However, permanent alteration of soil physical properties will eventually influence the characteristic and behavior of the soil. Hence, effect of pre-drying conditions on the soil index properties is studied on three number of disturbed clayey soil samples pre-treated in five (5) different pre-drying conditions at different temperatures and drying duration. Soil specimens were tested based on index properties in accordance to BS1377:1990-Part 2. The results obtained revealed that increase of pre-drying temperature and duration has significant effect on the plasticity index of about 13%, shrinkage limit of about 4% and the classification of the clayey soils consisted higher percentage of fine particles. Conclusively, oven drying method should not be used in soil preparation for plasticity and shrinkage testing. 


2021 ◽  
Vol 920 (1) ◽  
pp. 012025
Author(s):  
C E L Jit ◽  
M Nujid ◽  
J Idrus ◽  
D A Tholibon ◽  
N F Bawadi

Abstract Index properties of soared are the most crucial part of the soil, which impact construction activities due to the rapid growth of urbanization and industrialization. Soft soil is one of the most unstable soil which has a low strength and stiffness index due to its high liquid limit. Stabilization of soil by adding chemical or non-chemical based such as lime and cockle shell powder have proven to improve the index properties of soft soil. Lime and cockle shell powder is the most popular reinforcement materials used in the study on the soil reinforcement for soft soil. The use of lime and cockle shell powder as reinforcement materials in soil are proven effective. The study’s objective is to investigate the effectiveness of different admixtures used in the soil stabilization compared to lime and cockle shell powder on the effect of Atterberg limit and compaction characteristics of soft soil. It is shown the soil reinforcement in soil stabilization is functionally in improving mechanical properties of the soft soil. Meanwhile, the admixture in powder formed to act as a fine binder between soil and stabilizer agents. This will enhance the index properties of original soft soil such as Atterberg limit and compaction characteristics.


2019 ◽  
Vol 9 (2) ◽  
pp. 93-99
Author(s):  
Hunar F. Hama Ali ◽  
Ahmed J. Hama Rash ◽  
Madeh I. Hama kareem ◽  
Daban A. Muhedin

This paper addresses the correlation between the liquid and/or plastic limits with the compaction characteristics, maximum dry density, and optimum moisture content (OMC), for fine-grained soils. In the previous studies, several attempts have been made to identify these two important parameters from other simple soil properties such as index soil properties. Some concluded that liquid limit shows a good correlation with compaction characteristics, while others observed that plastic limit does. In this work, many soil samples have been taken from various locations around Koya city and the required tests have been carried out. The results have been illustrated to identify whether soil index properties can correlate with the compaction characteristics. It is concluded that neither plastic limit nor liquid limit can provide an adequate correlation with maximum dry density and OMC. Contrary to the literature, liquid limit provides better correlations.


Author(s):  
Ahmed Elkhebu ◽  
◽  
Adnan Zainorabidin ◽  
Ismail Hj. Bakar ◽  
Bujang B. K. Huat ◽  
...  

2020 ◽  
Author(s):  
Harpinder Pal Singh ◽  
Jaspreet Singh Chana ◽  
Gurpreet Singh ◽  
Hardev Singh ◽  
Manvir Singh

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