[OS-4] Retaining and waterfront structure

2024年5月7日(火) 13:00 〜 15:00 Room E (10F 1009)

Chairperson: Yewei Zheng (Wuhan University)

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13:00 〜 13:12

[OS-4-01] A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading

*Luigi Pugliese¹, Antonello Troncone¹, Andrea Parise¹, Enrico Conte¹ (1. University of Calabria)

13:12 〜 13:24

[OS-4-02] Application of HHT method in dynamic damage identification of reinforced slope soil

*Honglue Qu¹, Mengjia Zhu¹, Wangwang Dong¹, Zhaolong Li², Zhangyu Song¹ (1. Southwest Petroleum University, 2. China Railway 23th Bureau Group 1th Engineering Co.,Ltd. )

13:24 〜 13:36

[OS-4-03] Centrifuge Model Tests on Effect of Soft Foundation Ground in Block-type Quay Walls Subjected to Earthquake

*Hidenori Takahashi¹, Tomohiro Ichikawa², Takatoshi Noguchi³ (1. Port and Airport Research Institute, MPAT, 2. GeoDesign, 3. Waterfront Vitalization and Environment Research Foundation)

13:36 〜 13:48

[OS-4-04] Vulnerability assessment of cantilever earth-retaining walls along the Italian roadways

*Renato Maria Cosentini¹, Francesca Bozzoni² (1. Politecnico di Torino, 2. Eucentre - Pavia)

13:48 〜 14:00

[OS-4-05] Centrifuge Model Tests on Configuration of Cement-Treated Soil Behind Cellular Quay Wall

*Ooki Kurihara¹, Hidenori Takahashi¹ (1. Port and Airport Research Institute, Japan)

14:00 〜 14:12

[OS-4-06] Changes in Geotechnical Capacity of Caisson-type Breakwater due to Tsunami-Induced Scour

*Liam Jones¹, Ioannis Anastasopoulos¹ (1. ETH Zürich)

14:12 〜 14:24

[OS-4-07] Seismic Active Earth Pressure in c-Φ Backfill behind Nonvertical Retaining Wall considering Logarithmic Spiral Failure Surface

*Siddalingeshwara D Huded¹, Kaustav Chatterjee¹ (1. Indian Institute of Technology Roorkee)

14:24 〜 14:36

[OS-4-08] Probabilistic assessment of the seismic stability of gravity retaining wall

*Saikat Kuili¹, T S Aswathi¹, Ravi S. Jakka¹ (1. Indian Institute of Technology Roorkee)

14:36 〜 14:48

[OS-4-09] Dynamic non-linear soil-structure interaction analyses of a large diameter pile-supported wharf founded on liquefiable soils.

*Ricardo Rodriguez Plata¹, Carlo G. Lai², Misko Cubrinovski³ (1. University School for Advanced Studies of Pavia, 2. University of Pavia, Pavia, Italy, 3. University of Canterbury)

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