Discussion of “Bearing Capacity of Piled Rafts on Soft Clay Soils” by Luca de Sanctis and Alessandro Mandolini

Author(s):  
Rongchang Yang ◽  
Adel M. Hanna
Author(s):  
Luca de Sanctis ◽  
Alessandro Mandolini

2017 ◽  
Vol 10 ◽  
pp. 56
Author(s):  
Peter Turček ◽  
Monika Súlovská

The construction of an industrial park is now being prepared near the town of Nitra. The investor fixed very strict conditions for the bearing capacity and, above all, the settlement of halls and their floors. The geological conditions at the construction site are difficult: there are soft clay soils with high compressibility and low bearing capacity. A detailed analysis of soil improvement was made. Stone columns were prepared to be fitted into an approximately 5 m thick layer of soft clay. The paper shows the main steps used in the design of the stone columns.


2016 ◽  
Vol 4 (1) ◽  
pp. 0-0
Author(s):  
Анатолий Полищук ◽  
Anatoliy Polishchuk ◽  
Александр Тарасов ◽  
Aleksandr Tarasov

The article presents evaluation of the possibility of calculating the bearing capacity of the injection of piles in soft clay soils on materials static penetration with the recommendations of the SP 24.13330.2011- "Pile foundations. Updated version of SNiP 2.02.03-85. Also the the experimental and calculated data are compared


Géotechnique ◽  
1997 ◽  
Vol 47 (2) ◽  
pp. 339-345 ◽  
Author(s):  
M. J. Kenny ◽  
K. Z. Andrawes

Géotechnique ◽  
2013 ◽  
Vol 63 (15) ◽  
pp. 1285-1297 ◽  
Author(s):  
K.K. LEE ◽  
M.F. RANDOLPH ◽  
M.J. CASSIDY

Author(s):  
Alexey Kolos ◽  
Andrei Romanov ◽  
Evgeniy Shekhtman ◽  
Gennadii Akkerman ◽  
Anastasia Konon ◽  
...  
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