TY - GEN
T1 - Ultimate lateral capacity of rigid spiral pile under monotonic loading in dense sandy soil
AU - Jugdernamjil, Amarbayar
AU - Yasufuku, Noriyuki
AU - Tsamba, Tsoggerel
N1 - Funding Information:
The authors express their gratitude to the laboratory technical assistant Mr. Michio Nakashima and staffs Mr. Yousuke Tani and Mr. Takahiro Kurokawa of HINODE Co.,Ltd for their great support.
Publisher Copyright:
© 2021 by the International Society of Offshore and Polar Engineers (ISOPE).
PY - 2021
Y1 - 2021
N2 - 1g model test is carried out to evaluate the ultimate lateral capacity of the spiral model pile. The model piles are scaled down using a proper similarity equation. In order to identify the lateral capacity of the spiral model pile, the conventional pipe and flat bar model piles were conducted as well. To estimate the rigid spiral pile's ultimate lateral capacity in dense sandy soil, a simplified model is proposed based on Winkler`s assumption by modifying an ultimate lateral soil resistance.
AB - 1g model test is carried out to evaluate the ultimate lateral capacity of the spiral model pile. The model piles are scaled down using a proper similarity equation. In order to identify the lateral capacity of the spiral model pile, the conventional pipe and flat bar model piles were conducted as well. To estimate the rigid spiral pile's ultimate lateral capacity in dense sandy soil, a simplified model is proposed based on Winkler`s assumption by modifying an ultimate lateral soil resistance.
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M3 - Conference contribution
AN - SCOPUS:85115410161
SN - 9781880653821
T3 - Proceedings of the International Offshore and Polar Engineering Conference
SP - 1361
EP - 1368
BT - Proceedings of the 31st International Ocean and Polar Engineering Conference, ISOPE 2021
PB - International Society of Offshore and Polar Engineers
T2 - 31st International Ocean and Polar Engineering Conference, ISOPE 2021
Y2 - 20 June 2021 through 25 June 2021
ER -