A novel mitigation measure for normal fault-induced deformations on pile-raft systems
作者机构:Faculty of Civil EngineeringBabol Noshirvani University of TechnologyBabolIran
出 版 物:《Earthquake Engineering and Engineering Vibration》 (地震工程与工程振动(英文刊))
年 卷 期:2024年第23卷第1期
页 面:15-33页
核心收录:
学科分类:081401[工学-岩土工程] 08[工学] 0814[工学-土木工程]
基 金:Babol Noshirvani University of Technology under Grant No.P/M/1102
主 题:normal fault rupture failure mechanism pile-raft system pocket connection finite element modeling
摘 要:Evidence from recent earthquakes has shown destructive consequences of fault-induced permanent ground movement on *** observations have increased the demand for improvements in the design of structures that are dramatically vulnerable to surface fault *** this study a novel connection between the raft and the piles is proposed to mitigate the hazards associated with a normal fault on pile-raft systems by means of 3D finite element(FE)*** embarking on the parametric study,the strain-softening constitutive law used for numerical modeling of the sand has been validated against centrifuge test *** exact location of the fix-head and unconnected pile-raft systems relative to the outcropping fault rupture in the free-field is parametrically investigated,revealing different failure *** performance of the proposed connection for protecting the pile-raft system against normal fault-induced deformations is assessed by comparing the geotechnical and structural responses of both types of *** results indicate that the pocket connection can relatively reduce the cap rotation and horizontal and vertical displacements of the raft in most *** proposed connection decreases the bending moment response of the piles to their bending moment capacity,verging on a fault offset of 0.6 m at bedrock.