3-D NUMERICAL ANALYSIS OF PARTIAL FLOATING SHEET-PILE METHOD AS COUNTERMEASURE FOR LIQUEFACTION

Autor: Nanase Ogawa, Kakuta Fujiwara, Kentaro Nakai

Publikováno v: Journal of JSCE. 9:138-147

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::e7f9d5b9bb5135ee6a5329caacff38c3
https://doi.org/10.2208/journalofjsce.9.1_138

Numerical Simulation of Seismic Performance of Road Embankment Improved with Hybrid Type Steel Pile Reinforcement

Autor: Chengjiong Qin, Hemanta Hazarika, Divyesh Rohit, Nanase Ogawa, Yoshifumi Kochi, Guojun Liu

Publikováno v: Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1145f18e289ccecc2d859022214543e3
https://doi.org/10.1007/978-3-031-11898-2_114

EXPERIMENTAL STUDY ON DEFORMATION OF SELF-RETAINING SHEET PILE WALL DUE TO EXCAVATION AND BACKSIDE SURCHARGE

Autor: Nanase Ogawa, Yukihiro Ishihara, Akio Kitamura

Publikováno v: Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering). 73:62-75

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b87a6d243bd9d2f4f720b46614e73167
https://doi.org/10.2208/jscejge.73.62

Quantitative evaluation of PFS (Partial Floating Sheet-pile) Method under liquefaction

Autor: Kentaro Nakai, Nanase Ogawa, Kakuta Fujiwara

Publikováno v: Lecture Notes in Civil Engineering ISBN: 9789811521836

The Partial Floating Sheet-pile (PFS) method is one of the methods to install the sheet-piles near the toe of an embankment as a countermeasure to inhibit the embankment on the soft ground from settling. This method is a combination of partially floa

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::e86d0edac266d8a3ae4eab8649a1c785
https://doi.org/10.1007/978-981-15-2184-3_61