1-8 of 8
Keywords: underground structure
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Proceedings Papers

Paper presented at the The 33rd International Ocean and Polar Engineering Conference, June 19–23, 2023
Paper Number: ISOPE-I-23-183
... underground structures is not clear. In this study, a series of experiments were conducted to confirm the behavior of liquefied sand near and between underground structures. Twelve experimental tests were conducted by changing the size of the gaps between the structures and weight of the embankment...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-293
... aluminum shear deformation shear strain deformation pipe simple shear deformation inner strain kawabata rigid pipe earthquake flexible pipe shear dynamic behavior deflection ground shear deformation horizontal deflection mechanism displacement underground structure nylon...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-510
.... KEY WORDS: DEM; buried structure; simple shear INTRODUCTION Large earthquakes occur frequently in Japan. A lot of agricultural land and facilities have been seriously damaged by such earthquakes. Especially, the underground structures has accounted for a large percentage of the total amount of damage...
Proceedings Papers

Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-116
... tests on spillway models focusing on weight, stiffness and cross sectional shape. The behavior of rectangular-shaped underground structures subjected to earthquake vibration is discussed. Koseki et al. (1997) performed shaking table tests to evaluate the safety factor against uplift for the underground...
Proceedings Papers

Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-415
... walls. The effect of jet grouting injected into the surrounding soils of a structure and cue- off wall and underground piled barrier constructed close to underground structure is proved to be effective to countermeasure liquefaction [1-5]. Those are thought to be similar to effect of diaphragm wall...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-238
... ABSTRACT For checking of uplifting of underground structures due to liquefaction during the design of such structures in Japan, a formula based on the balance between the buoyancy acting on the structure from the liquefied soil and the dead load of the structure is used. The authors consider...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-203
... the effective overburden loads. Koseki et al. (1997) performed shaking table tests to evaluate the safety factor against uplift for the underground structures based on the equilibrium of vertical force acting on the structures. Yuasa et al. (2000) clarified that the uplift of the underground structures...
Proceedings Papers

Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-257
...-Nambu Earthquake caused great damages to underground railway structures, which were made of RC with box sections and center pillars, and executed by cut and cover method. Bt these earthquake damages the function as station building was last. Aseismic design of underground structures is mainly made...

Product(s) added to cart

Close Modal