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Research Article | Open Access
Volume 14 2022 | None
Study of Allowable Bearing Capacity Using Standard Penetration Test
Yogesh N. Bafna, Achal Agrawal
Pages: 2773-2776
Abstract
By using an excavated pit of varying depths, the study and research aim to determine the Allowable Bearing Pressure and the profile of soil according to the required depth for the selected site. In fact, it is a field method for collecting soil samples beneath ground at varying depths to analyze soil properties within a laboratory. collected soil samples from excavated pit for shorter depth and bore hole for great depth maybe disturbed orundisturbed in nature. soil samples obtained using a split spoon sampler and the standard penetration test as per IS 2131-1981.There are many distinct kinds of soils are available on Earth, and each one has its unique properties. the safe bearing capacity or allowable soil pressure is very useful while deciding the type of foundation to Structural designer. The soil's SBC value is incredibly beneficial to structural designers. The SBC value is calculated in this study using the Teng's method, Peck Hazen Method and IS 2131.
Keywords
Allowable soil pressure, Soil Bearing Capacity, Liquid & Plastic Limit. Soil Sample Peck& Hazen Method, Teng’s Method
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