In this paper, SPT-CPT correlation is investigated using statistical and regression method based on a database of in-situ tests. Two correlation equations of the SPT N-value and the CPT cone tip resistance qc are proposed. The equations are applied for the liquefaction potential evaluation. ...
Design of building structure always related to the foundation, field testing is often done to test the bearing capacity of the soil in the form of a cone penetration test (CPT) and a standard penetration test (SPT). From the two field tests that are often done, it is necessary to researc...
Bearing capacity of shallow foundations in saturated and unsaturated sands from SPT–CPT correlations The in situ bearing capacity of sandy soils is determined or estimated using plate load tests (PLTs), cone penetration tests (CPTs), or standard penetratio... FMO Mohamed,SK Vanapalli - 《Interna...
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Assessment of Various CPT Based Liquefaction Severity Index Frameworks Relative to the Ishihara (1985) H1–H2 Boundary Curves. Soil Dyn. Earthq. Eng. 2015, 79, 347–364. [Google Scholar] [CrossRef] Zhou, Y.-G.; Xia, P.; Ling, D.-S.; Chen, Y.-M. Liquefaction Case Studies of ...
A CPT-based model to predict the installation torque of helical piles in sand. Mar. Georesources Geotechnol. 2017, 35, 578–585. [Google Scholar] [CrossRef] Davidson, C.; Al-Baghdadi, T.; Brown, M.; Brennan, A.; Knappett, J.; Augarde, C.; Coombs, W.; Wang, L.; Richards, D...