This paper expands the M-K curve theory with examples of the most commonly mentioned pile-soil mechanics behaviours in the literature and their corresponding κ2 variations. A brief introduction shows the history of the Meyer-Kowalow theory and its basic assumptions. This is followed by the relationship between in situ investigation CPT results, with parameters C1, C2, Ct used to approximate the load-settlement curve according to the M-K theory. The Meyer-Kowalow curve satisfies asymptotic behaviour for small loads, where linear theory applies, and for limit loads, when pile displacement is out of control. Essential in the description are constant parameters C, which refer to the aggregated Winklers modulus, Ngr limit loads and k, which is crucial for static load test results. For this reason, the authors sought to calculate the κ value based upon soil mechanics principles. This article shows methods for checking statistical mathematical calculations, published earlier by Meyer using CPT investigations. It presents real case calculations and directions for future planned research.

JO - Bulletin of the Polish Academy of Sciences: Technical Sciences L1 - http://rhis.czasopisma.pan.pl/Content/112197/PDF/18_329-337_01091_Bpast.No.67-2_28.04.19_K2.pdf L2 - http://rhis.czasopisma.pan.pl/Content/112197 IS - No. 2 EP - 337 KW - static pile test KW - skin friction KW - static load test curve KW - soil characteristics ER - A1 - Siemaszko, P. A1 - Meyer, Z. VL - 67 JF - Bulletin of the Polish Academy of Sciences: Technical Sciences SP - 329 T1 - Static load test curve analysis based on soil field investigations UR - http://rhis.czasopisma.pan.pl/dlibra/docmetadata?id=112197 DOI - 10.24425/bpas.2019.128607