Strength and Compressibility of Kaolinite Clay Stabilized with Lime Sludge and Fly Ash

Author(s):  
S. G. Burra ◽  
P. K. Kolay ◽  
V. K. Puri ◽  
S. Kumar
Keyword(s):  
Fly Ash ◽  
2018 ◽  
Vol 115 (6) ◽  
Author(s):  
S. Maheswaran ◽  
A. Ramachandra Murthy ◽  
G. N. Sakthi Priya
Keyword(s):  
Fly Ash ◽  

2021 ◽  
Vol 795 (1) ◽  
pp. 012040
Author(s):  
Shubham Goswami ◽  
Dharmendra Kumar Shukla ◽  
Pramod Kumar Singh

2019 ◽  
Vol 13 (3) ◽  
pp. 287-299 ◽  
Author(s):  
Carlos Revelo ◽  
Henry Colorado

Direct ink writing technique, an extrusion based additive manufacturing process, has been used to fabricate kaolinite clay based-ceramics with several inexpensive ceramic powders: lime, fly ash and talc. All the above materials are commonly used in the traditional ceramics industry, in both small and large industries, and therefore available worldwide. This research shows the simplicity of the process feasible not only for companies but also for individual users. The samples were fabricated with water to clay ratios (W/C) between 0.68 and 0.72. Additives were tested in 3.0, 5.0 and 7.0wt.% with respect to the clay contents, although 3 wt.% of additives worked best. Cylindrical samples were fabricated with 20mm in diameter and 20mm in height in order to test their compressive strength and density. Measurement samples were previously cured for three days at room temperature and then exposed to 1100?C for 1 h. The powdered additives and their corresponding mixtures with clay were characterized with scanning electron microscopy, X-ray fluorescence and X-ray diffraction techniques. Results showed that samples with 0.70 W/C ratio and using fly ash as an additive were the best in terms of workability, mechanical properties and surface finishing.


2017 ◽  
Vol 17 (3) ◽  
pp. 475-485 ◽  
Author(s):  
Vaishali Sahu ◽  
Amit Srivastava ◽  
Anil Kumar Misra ◽  
Anil Kumar Sharma

The development of population, quick urbanization and more development of structures and buildings has brought about the decrease of good quality land. To improve the accessibility of good quality land, strength and compaction properties of land should be improved. The fundamental goal of this examination is to explore the utilization of fly ash, lime sludge and polypropylene fiber in Geotech highway application and to assess their impact on quality and compaction of soil, utilized for subgrade. The soil samples were gathered from the zones of Chandigarh where clayey soil is present in abundance. The laboratory testing led to decide the strength and compactive effort of the clay soil. This investigation includes three principle tests. The primary test is standard proctor test. The subsequent test is California bearing ratio and the third test is the direct shear test. Proctor test gives the compactive effort of the soil and CBR gives the subgrade strength. The outcomes acquired are thought about for the examples and inferences are drawn towards the unstability and effectiveness of admixture support at different percentages, as replacement for high quality subgrade and cost-effective approach.


Sign in / Sign up

Export Citation Format

Share Document