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...
liquefiable at the peak acceleration of 0.2 g. However, the same observation was not prominent when evaluated usingVS. Thus, a more detailed survey to establish the liquefaction susceptibility of the subsurface is needed. This study highlights the importance of carrying out multiple tests to interpre...
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