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Budowa tunelu kolejowego pod wiaduktami metodą podstropową

Derlacz M.

Materiały Budowlane

2018

nr 2

12--13

Uwagi do projektowania w zakresie wzmacniania fundamentów palami iniekcyjnymi

Pachla H.

Geoinżynieria : drogi, mosty, tunele

2011

nr 4

38-44

The problem of lack of carrying power of foundations made in the past is an inseparable part of renovation of great structures located in urban areas. Injected piles (micropiles) have found wide application in this scope. Despite the introduction of standardization and numerous scientific works dedicated to this subject, the method of design leaves much to be desired in many cases and has a decisive influence on the correctness of work executed later and its eff ectiveness. The analysis presented in the article indicates the necessary scope of identification and design of micropiles in accordance with Polish standards and the current state of knowledge in the field of construction theory.