The article explores cone and shaft resistance in moraine clays using data on testing cone penetration. Results of 237 boreholes made in 18 building sites have been analyzed. For analysis, MS EXCEL program was used. The average values of cone and shaft resistance were graphically analyzed and presented. In the first part of analysis, moraine sandy clays and clayer sands were not seperated. In the second part of analysis, sandy clays and clayer sands were seperated according to their state. In the third part, soils were analyzed according to the state and prescribed name. The obtained results show the interrelationship between cone and shaft resistance in moraine clays. This relationship is presented in Tables 2 and 3.

Article in Lithuanian