NONLINEAR EARTHQUAKE RESPONSE CHARACTERISTICS OF A CENTRAL CLAY CORE ROCKFILL DAM

SOILS AND FOUNDATIONS

TATSUO OHMACHI¹  TETSUYA TAHARA¹ 

[1] Department of Built Environment, Interdisciplinary Graduate School of Science and Engineering, Tokyo Institute of Technology

关键词: anisotropy;    earthquake;    near-field;    rockfill dam;    shear modulus;    shear strain;    strong motion;    vibration period;    wave velocity;    (IGC: D6/D7/H4);   

DOI  :  10.3208/sandf.51.227

学科分类：建筑学

来源: Japanese Geotechnical Society / Jiban Kogakkai

【 摘 要 】

References(19)Cited-By(5)The effect of the 2008 Iwate-Miyagi Nairiku earthquake (MJ 7.2), Japan on the Aratozawa dam, which is a 74.4 m high rockfill dam with a central clay core located in the area, was studied with a main focus on the change in the vibration period, shear wave velocity, shear modulus, and pore-water pressure. In a vertical section of the central part of the dam, three sets of 3-component accelerometers and 15 pore water pressure meters were installed. During the main shock, the acceleration exceeded 10 m/s2 at the gallery, inducing large shear strains in excess of 10−3 and a sudden build-up of the excess pore water pressure in the core. Due to the large strains, the shear wave velocity and shear modulus showed a significant decrease from their initial values and the vibration period was elongated. The decreased shear wave velocity gradually recovered toward the end of the main shock, and continued to recover with the passage of time. The full recovery of the wave velocity was found to take at least one year, while the dissipation of the excess pore water pressure proceeded more quickly than the recovery of the wave velocity.

【 授权许可】

Unknown