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Probing a Dissipative Phase Transition with a Trapped Ion through Reservoir Engineering 被引量:1
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作者 M.-L.Cai Z.-D.Liu +7 位作者 y.jiang Y.-K.Wu Q.-X.Mei W.-D.Zhao L.He X.Zhang Z.-C.Zhou L.-M.Duan 《Chinese Physics Letters》 SCIE EI CAS CSCD 2022年第2期10-14,共5页
Dissipation is often considered as a detrimental effect in quantum systems for unitary quantum operations.However,it has been shown that suitable dissipation can be useful resources in both quantum information and qua... Dissipation is often considered as a detrimental effect in quantum systems for unitary quantum operations.However,it has been shown that suitable dissipation can be useful resources in both quantum information and quantum simulation.Here,we propose and experimentally simulate a dissipative phase transition(DPT)model using a single trapped ion with an engineered reservoir.We show that the ion’s spatial oscillation mode reaches a steady state after the alternating application of unitary evolution under a quantum Rabi model Hamiltonian and sideband cooling of the oscillator.The average phonon number of the oscillation mode is used as the order parameter to provide evidence for the DPT.Our work highlights the suitability of trapped ions for simulating open quantum systems and shall facilitate further investigations of DPT with various dissipation terms. 展开更多
关键词 QUANTUM UNITARY OSCILLATION
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确定软岩中隧洞松动压力的理论方法
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作者 y.jiang H.Yoneda +1 位作者 Y.Tanabashi 车友宜 《水利水电快报》 2002年第9期10-12,23,共4页
介绍预测软岩中隧洞周围塑性区的形成与发展和确定岩锚与衬砌必须承担的松动压力的理论方法。分析和讨论软岩的力学特性对松动压力的影响。介绍根据地基特性曲线确定岩石破坏范围所用的判断方法。当胜任指数 (抗压强度与初始地压力之比 ... 介绍预测软岩中隧洞周围塑性区的形成与发展和确定岩锚与衬砌必须承担的松动压力的理论方法。分析和讨论软岩的力学特性对松动压力的影响。介绍根据地基特性曲线确定岩石破坏范围所用的判断方法。当胜任指数 (抗压强度与初始地压力之比 )之值小于临界值 (可根据本文提出的理论公式确定 )时 ,地基特性曲线呈现出表示最小支护压力和隧洞洞壁控制应变的最低点。 展开更多
关键词 松动压力 隧洞 开挖 岩石力学 力学性质
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