Downloads: 107
M.Tech / M.E / PhD Thesis | Civil Engineering | India | Volume 6 Issue 5, May 2017
A Comparative Study on Consolidation of Clay for Various Loading Conditions
Nirmal Joseph, Dr. Usha Thomas
Settlement can be defined as the vertical, downward movement of soil due to decrease in the volume of soil and it occurs mainly in soils having low strength. Various problems encountered like settlement can cause serious problems to the structures constructed above it. New techniques are adopted to minimise these problems created by the soil like accelerating the rate of consolidation. In this project consolidation of clay under conventional, vacuum-surcharge loading providing a sand drain has been studied. Tests were conducted for various pressures of 20, 40, 50, and 80kPa with and without sand drain. From the result obtained it was found that the coefficient of consolidation and total settlement is higher for soil with sand drain. The coefficient of volume change is minimum under vacuum loading without drain. The time taken for 90 % consolidation was lesser and the settlement was higher in combined vacuum-surcharge loading having drain than without drain. Settlement increased by 1.15 times by using vertical sand drain when compared with the settlement of soil without sand drain.
Keywords: Consolidation, stabilization, surcharge, vacuum
Edition: Volume 6 Issue 5, May 2017
Pages: 1809 - 1813
How to Cite this Article?
Nirmal Joseph, Dr. Usha Thomas, "A Comparative Study on Consolidation of Clay for Various Loading Conditions", International Journal of Science and Research (IJSR), https://www.ijsr.net/search_index_results_paperid.php?id=ART20173604, Volume 6 Issue 5, May 2017, 1809 - 1813
Similar Articles with Keyword 'Consolidation'
Downloads: 111
Research Paper, Civil Engineering, Indonesia, Volume 5 Issue 6, June 2016
Pages: 2097 - 2100Flow Pattern at Sand Pocket
M Lukman, S Pallu, A Thaha, F Maricar
Downloads: 131
Research Paper, Civil Engineering, Turkey, Volume 6 Issue 7, July 2017
Pages: 1571 - 1574The Effect of Dry Unit Weight in Hydrodynamic Dispersion of Clayey Soils
Baris Mahmutluoglu, Baki Bagriacik
Similar Articles with Keyword 'stabilization'
Downloads: 2 | Monthly Hits: ⮙2
Research Paper, Civil Engineering, Nigeria, Volume 10 Issue 8, August 2021
Pages: 436 - 442Development of a Mathematical Model to Estimate Soaked California Bearing Ratio of a Lateritic Soil in Ekiti Northern Senatorial District, Nigeria
Oluwayinka Glory Akinwamide, Joseph Adebayo Ige, Joshua Tunbosun Akinwamide
Downloads: 108
Research Paper, Civil Engineering, India, Volume 5 Issue 11, November 2016
Pages: 1201 - 1203Experimental Investigation of Compressive Strength on Earthen Dam (Vembakottai Dam)
C. Parthiban, B. Sunantha, M. Shahul Hameed