A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2022; you can also visit the original URL.
The file type is
Identification of Coefficient of Subgrade Reaction of Multilayers Based on In-situ Horizontal Loading Test of Piles
Transactions of The Japanese Society of Irrigation, Drainage and Reclamation Engineering
Coefficient of subgrade reaction of the rubble mound in the foundation of the open pier or the mooring post is identified by the Kalman filtering in conjunction with the transfer matrix method based on the measurement of in-situ experiments of piles. The existing surface clay layer is removed and the dilluvial clay layer is replaced by the rubble mound to shorten the length of the pile above the surface of the foundation deposit. In-situ experiments were carried out for both the existing clayeydoi:10.11408/jsidre1965.2002.683 fatcat:ha3qbjyoqbaufgdrczej76ht2u