Field experimental investigation on broadband vibration mitigation using metamaterial-based barrier-foundation system. Issue 155 (April 2022)

• Record Type: Journal Article
• Authors: Zhang, Benchen; Huang, Hsuan Wen; Menq, Farnyuh; Wang, Jiaji; Nakshatrala, Kalyana Babu; Stokoe, K.H.; Mo, Y.L.
• Is Part Of: Soil dynamics and earthquake engineering. Issue 155(2022)
• Publication Date: 2022-04
• Subjects: Passive wave isolation -- Periodic barrier -- Periodic foundation -- Hydraulic mobile shaker -- Field test -- Frequency response function -- Vibration isolation; Soil dynamics -- Periodicals; Earthquake engineering -- Periodicals; Sols -- Dynamique -- Périodiques; Génie parasismique -- Périodiques; 624.176205
• DOI: 10.1016/j.soildyn.2022.107167
• Languages: English
• ISSNs: 0267-7261

Abstract

Abstract: Both periodic barriers and periodic foundations can be used as passive isolation measures to reduce the unfavorable vibrations affecting the protected superstructure. Under a certain direction of excitation, the frequency band gaps provided by the periodic barriers and periodic foundations are usually distinguishable due to the different orientations of these subsurface structures. In this study, a series of field tests are conducted to assess the combined usage of the periodic barrier and periodic foundation in a manner to achieve better wave isolation effect. Both periodic barrier and periodic foundation used in this study are made of one-dimensional (1-D) layered periodic material. Using the state-of-art hydraulic mobile shaker (T-Rex), the excitation with various types of input signals can be applied in all the three orthogonal directions at the desired location. The arrangement of motion sensors allows for recording the response of the ground surface and the protected superstructure in all the three directions. The screening effectiveness, quantified as Frequency Response Function (FRF), of the periodic barrier and periodic foundation are discussed separately, followed by an overall evaluation of the wave isolation performance of the system composed of both periodic barrier and periodic foundation. The results show that the filtering capability of the periodic barrier and the periodic foundation is complementary to each other, and the combined usage of the periodic barrier and the periodic foundation is beneficial to mitigating the vibration of the protected superstructure. Highlights: ∙ A novel large-scale field tests reported on wave isolation of periodic barriers and periodic foundations. ∙ State-of-art shaker (T-Rex) is adopted to apply triaxial excitation and triaxial soil velocity are collected. ∙ The composite isolation effect of periodic barrier-periodic foundation system is first reported. ∙ Various excitations lead to similar isolation results for the periodic barrier and periodic foundation. ∙ The addition of periodic foundation will not adversely affect the performance of periodic barrier.