Empirical SPT-CPT correlation for soils from Lahore, Pakistan

1st International Conference on Advances in Engineering and Technology

Alam, Mehtab^1 ; Aaqib, Muhammad^2 ; Sadiq, Shamsher^2 ; Mandokhail, Saeedullah Jan^3 ; Adeel, Muhammad Bilal^2 ; Maqsood-Ur-Rehman^4 ; Kakar, Nawaz Ali^3

Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, China^1

Department of Civil and Environment Engineering, Hanyang University, Seoul, Korea, Republic of^2

Department of Civil Engineering, BUITEMS, Quetta, Pakistan^3

National Engineering Services of Pakistan (NESPAK), Pakistan^4

关键词: Cone penetration tests;    Design procedure;    Empirical SPT-CPT;    Pakistan;    Soil stratigraphy;    Standard penetration test;    Statistical linear regressions;    Subsurface soil;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/414/1/012015/pdf
DOI  :  10.1088/1757-899X/414/1/012015

来源: IOP

【 摘 要 】

Standard Penetration Test (SPT) and cone penetration test (CPT) are the most widely used in situ tests to depict the soil stratigraphy and determine the geotechnical engineering of the subsurface soils. The CPT leaps out because of its capability to trace the resistance continuously and due to its accuracy, it is considered to be reliable than the SPT. The outcome of these tests is very important for the design procedures to be implemented for various geotechnical purposes. To effectively utilize all the available data, there is a need of updating the correlation between these two widely used in situ tests. This study implements the statistical linear regression model using a 107 SPT and 49 CPT measurements across the city of Lahore, Pakistan to develop correlations between the the uncorrected SPT blow counts (N) and cone resistance (qc) for various soils. The developed correlation is compared in terms of qc/N ratios with the previous published studies.