Evaluation of Straight Shafts’ Downward and Upward Capacities in Grayson Marl and Main Street Limestone Formation-Reference-Cited by-同舟云学术

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Evaluation of Straight Shafts’ Downward and Upward Capacities in Grayson Marl and Main Street Limestone Formation

Published:2024-05-03 Issue: Volume:4 Page:187-196
ISSN:
Container-title:IFCEE 2024
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Author:

Tony Christopher M.¹²³⁴⁵,Tamizdoust Kourosh¹²³⁴⁵,Helal Amr¹²³⁴⁵,Abdelhamid Yasser M.¹²³⁴⁵,Bryant John T.¹²³⁴⁵

Affiliation:

1. Staff Engineer, Bryant Consultants, Carrollton, TX.

2. Graduate Engineer, Bryant Consultants, Carrollton, TX.

3. Manager of Forensic Engineering, Bryant Consultants, Carrollton, TX.

4. Director of Geotechnical, Bryant Consultants, Carrollton, TX.

5. Chief Executive Officer, Bryant Consultants, Carrollton, TX.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485408.020

Reference11 articles.

1. ASCE. (2017). Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers.

2. Dereje, M. (2017). Correlation Between Undrained Shear Strength, Swelling Pressure and Standard Penetration Test with Liquidity Index. Master of Engineering Thesis, Adis Ababa University.

3. Correlation for prediction of swelling pressure using differential free swell and plasticity index;Kushwaha S.;International Research Journal Engineering & Applied Sciences,2016

4. Case study and back analysis of a residential building damaged by expansive soils

5. Study on pollutant model construction and three-dimensional spatial interpolation in soil environmental survey;Li S.;IOP Conference Series: Earth and Environmental Science,2020

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