Abstract
Soil parameters such as physical, chemical, and strength parameters play an important issue to classify the soil. Cohesion and friction angle are an important factor to understand the nature of the soil. Furthermore, standard Penetration Test (SPT) is one of the most common tests in the field and used to determine the strength of soil in the field prior laboratory tests. The variation in the properties of the soil in different regions, give differ values when using the standard methods, formulas, and correlations. In this paper, an overview of the methods and guidelines currently available in the scientific literature for evaluating the strength capacity of the soil, is reported. Further, important practical issues which contribute in the soil strength in different regions based on cohesion and friction angle used SPT are discussed. Moreover, the correlation results from the standard penetration test compared with those from cohesion and friction angle based on samples number and regions. Finally, the paper mentions the famous correlation in this domain and others from the standard code at USA, Jordan, Japan and UK. The compared results using guides from these standards showed big different, which let us to recommend that, these standards are not suitable for soil strength calculations due to different in the soil parameters from region to other.
Publisher
ACADEMY Saglik Hiz. Muh. Ins. Taah. Elekt. Yay. Tic. Ltd. Sti.
Subject
Geriatrics and Gerontology
Reference84 articles.
1. Ajayi, L., & Balogun, L., Penetration testing in tropical lateritic and residual soils-Nigerian experience: Proc 1st International Symposium on Penetration Testing, ISOPT-1, Orlando, 20–24 March 1988V1, P315–328. Rotterdam: AA Balkema, 1988. Paper presented at the International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts (1990).
2. Alam, M. J., Shaha, N. R., & Shohug, M. K., Relationship between standard penetration resistance and strength-compressibility parameters of clay. Journal of civil engineering (IEB) 43(2) (2015) 115-131.
3. Al-Ameri, A. F. I., & Al-Kahdaar, R. M., Correlations between physical and mechanical properties of Al-Ammarah soil in Messan Governorate. Journal of Engineering 16(4) (2010) 5946-5957.
4. Bashar, A., Geotechnical Characterization of Dhaka Metropolitan Area. M. Engineering Thesis, Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh (2000).
5. Bowles, J.E., "Foundation Analysis and Design" Me Graw-Hill Intonational Editions, Civil Engineering Series, Singapore (1988).