The Squeezing Effect in a Mesoscopic RLC Circuit

Using the path integral method we derive quantum wave function and quantum fluctuations of charge andcurrent in the mesoscopic RLC circuit. We find that the quantum fluctuation of charge decreases with time, oppositely,the quantum fluctuation of current increases with time monotonously. Therefore there is a squeezing effect in the circuit.If some more charge devices are used in the mesoscopic-damped circuit, the quantum noise can be reduced. We also findthat uncertainty relation of charge and current periodically varies with the period π/2 in the under-damped case.

Optimal entropy squeezing sudden generation and its control for an effective two-level moving atom entanglement with the two-mode coherent fields

From the viewpoint of quantum information, this paper proposes a concept and a definition of the atomic optimal entropy squeezing sudden generation （AOESSG） for the system of an effective two-level moving atom which entangles with the two-mode coherent fields. It also researches the relationship between the AOESSG and entanglement sudden death of the atom-fields, and discusses the influences of atomic initial state on the AOESSG and obtains the system parameter which controls the AOESSG.

Study on the squeezing effect of open-ended pipe piles

During the installation of a pipe pile,the soil around the pile will be squeezed out. This paper deals with this squeezing effect of open-ended pipe piles using the cylindrical cavity expansion theory. The characteristics of soil with different tension and compression moduli and dilation are involved by applying the elastic theory with different moduli and logarithmic strain. The closed-form solutions of the radius of the plastic region,the displacement of the boundary between the plastic region and the elastic region and the expansion pressure on the external surface of the pipe piles are obtained. When obtaining these solutions,the soil plug in the open-ended pipe pile is considered by employing an incremental filling ratio to quantify the degree of soil plugging. Moreover,the effects of the ratio of tension and compression moduli,angle of dilation and incremental filling ratio on the radius of the plastic region and the expansion pressure on the external surface of the pipe pile are investigated. The parametric analyses show that it is necessary and important to consider the difference between the tension modulus and compression modulus,dilation angle and incremental filling ratio for studying the squeezing effect of open-ended pipe pile installation. It is concluded that the analytical solutions presented in this paper are suitable for studying the squeezing effect of open-ended pipe piles.

The Squeezing Effect in a Mesoscopic RLC Circuit

Using the path integral method we derive quantum wave function and quantum fluctuations of charge andcurrent in the mesoscopic RLC circuit. We find that the quantum fluctuation of charge decreases with time, oppositely,the quantum fluctuation of current increases with time monotonously. Therefore there is a squeezing effect in the circuit.If some more charge devices are used in the mesoscopic-damped circuit, the quantum noise can be reduced. We also findthat uncertainty relation of charge and current periodically varies with the period π/2 in the under-damped case.

Nonzero Temperature Squeezing of the Time—Dependent Harmonic Oscillator and the Applications to the Capacitive Coupled Electric Circuit

A new way to calculate the nonzero temperature quantum fluctuations of the time-dependent harmonicoscillator is proposed and the properties of squeezing are exactly given. The method is applied to the capacitive coupledelectric circuit. It is explicitly shown that squeezing can appear and the squeezing parameters are related to the physicalquantities of the coupled circuit.

Model on surface borehole squeezing deformation fracture

As a good method to solve the problem of high methane on the workface and inthe goaf,drawing coal strata methane through a surface borehole is used.However,theexcavation affected the overlying rock strata greatly.When the excavation face passedthrough the surface borehole position,the surface borehole fractures fast.This problemwas seriously related to the unformed squeeze effect.Therefore,a squeezing deformationfracture model based on the rock strata squeezing effect was set up.At the same time,a3DEC simulation model is presented to confirm the theory.The result shows that the modelis reliable and has a good engineering application value.

Coherent effect of triple-resonant optical parametric amplification inside a cavity with injection of a squeezed vacuum field

In theory, we study the quantum tluctuatlons ot tlae suDllarmonlc renecteu nela Irom a ulplc-rc^ulltUtt IdU^ClIClatC optical parametric amplifier （OPA） inside an optical cavity. We discuss two cases, where the linewidth of the harmonic field is either much narrower or broader than the subharmonic field. Since an electromagnetically-induced-transparency （EIT）-like effect can be simulated in a triple-resonant OPA, the output spectra from a triple-resonant OPA with a squeezed vacuum input may simulate the phenomenon of the response of an EIT medium for squeezed states. This scheme can be implemented with present experimental setups.

Squeeze-Strengthening Effect of Silicone Oil-based Magnetorheological Fluid

In order to study the squeeze-strengthening effect of silicone oil-based magnetorheological fluid （MRF）, theoretical basis of disc squeezing brake was presented and a squeezing braking characteristics test-bed for MRF was designed. Moreover, relevant experiments were carded out and the relationship between squeezing pressure and braking torque was proposed. Experiments results showed that the yield stress of MRF improved linearly with the increasing of external squeezing pressure and the braking torque increased three times when external squeezing pressure achieved 2 MPa.

Amplitude-squared squeezing of the generalized odd-even coherent states of the anharmonic oscillator in a finite-dimensional Hilbert space

This paper discusses the properties of amplitude-squared squeezing of the generalized odd-even coherent states of anharmonic oscillator in finite-dimensional Hilbert space. It demonstrates that the generalized odd coherent states do exhibit strong amplitude-squared squeezing effects in comparison with the generalized even coherent states.

The squeezing dynamics of two independent atoms by detuning in two non-Markovian environments

The squeezing dynamics of two independent two-level atoms off-resonantly coupled to two non-Markovian reservoirs is studied by the time-convolutionless master-equation approach. We find that the squeezing of two atoms is dependent on both detuning and the non-Markovian effect. Our results show that, in the non-Markovian regime, the bigger the detuning and the stronger the non-Markovian effect are, the larger the strength of the squeezing is. And the squeezing of two atoms can be effectively protected for a long time when both the non-Markovian effect and detuning are present simultaneously. The physical mechanism is that the detuning not only can promote the feedback of information from the environment into the atomic system but also can greatly suppress the atomic decay in the non-Markovian regime.

Collapse–revival of squeezing of two atoms in dissipative cavities

Based on the time-convolutionless master-equation approach, we investigate the squeezing dynamics of two atoms in dissipative cavities. We find that the atomic squeezing is related to initial atomic states, atom–cavity couplings, nonMarkovian effects and resonant frequencies of an atom and its cavity. The results show that a collapse–revival phenomenon will occur in the atomic squeezing and this process is accompanied by the buildup and decay of entanglement between two atoms. Enhancing the atom–cavity coupling can increase the frequency of the collapse–revival of the atomic squeezing.The stronger the non-Markovian effect is, the more obvious the collapse–revival phenomenon is. In particular, if the atom–cavity coupling or the non-Markovian effect is very strong, the atomic squeezing will tend to a stably periodic oscillation in a long time. The oscillatory frequency of the atomic squeezing is dependent on the resonant frequency of the atom and its cavity.

基坑开挖对管桩竖向承载性状影响研究

针对基坑开挖引起管桩挤土效应的弱化,以及挤土效应弱化对管桩承载性质影响问题,开展了室内模型试验,并通过对模型试验进行数值建模,验证了数值模型的可靠性。在此基础上,从桩长、桩间距、桩侧摩阻力系数对开挖卸荷影响下管桩基础承载性状的影响展开研究。结果表明:开挖卸荷对管桩承载特性造成较大影响,极限承载力对应桩顶沉降量提高54.5%;数值计算发现,卸载前后极限荷载所对应最大沉降差率为9.52%,满足工程精度要求,验证了所提数值模型的可靠性;数值计算结果表明,随桩长提高,最大桩身轴力位置不断上升,而中性点位置却不断下降;桩间距越小,开挖卸荷对桩身轴力影响越大,而对负摩阻力影响越小;摩阻力系数为0.3时,摩阻力系数对桩身轴力及桩侧摩阻力发挥敏感度最高。

Nonclassicality of photon-added squeezed vacuum states

By applying the bosonic creation operator to squeezed vacuum states, this paper introduces a new kind of quantum states： photon-added squeezed vacuum states. It also presents an experimental approach to prepare these states, and investigates their quantum statistical properties by the numerical method. The results indicate that these states reveal some interesting non-classical properties, such as anti-bunching effects, squeezing effects and negativities of the relevant Wigner functions.

The q-analogues of two-mode squeezed states constructed by virtue of the IWOP technique

The q-analogues of two-mode squeezed states are introduced by virtue of deformation quantization methods and the technique of integration within an ordered product （IWOP） of operators. Some new completeness relations about these squeezed states composed of the bra and ket which are not mutually Hermitian conjugates are obtained. Furthermore, the antibunching effects of the two-mode squeezed vacuum state S＇s（τ） │00） are investigated. It is found that, in different ranges of the squeezed parameter τ, both modes of the state exhibit the antibunching effects and the two modes of the state are always nonclassical correlation.

非挤土桩对于砂土地层地震液化的影响机制研究

如何通过工程措施实现地基抗液化能力的有效提升,是岩土工程领域近年来研究的热点问题之一。非挤土桩作为地基处理的常用措施,其加固后地层的抗液化能力能否得到提升,在学术界还存在着一定争议,主要原因是其对于砂层地震液化的影响机制尚未明确。针对该问题,本文开展了干砂及饱和砂土原状场地与非挤土桩加固场地的超重力模型试验,通过对比不同试验中地层的动力响应与超静孔隙水压力的发生发展规律,首次发现非挤土桩对于地层的作用机制并非仅有“刚度效应”,还有因振动过程中桩-土变形不协调而产生的附加作用力,该作用力将显著提升浅层土体的应力及应变水平,加大其液化的可能性,且随着埋深增加,该附加作用力逐渐变小,“刚度效应”将逐渐占据主导地位,相关研究成果可为进一步揭示非挤土桩抗震加固机理、评估其加固效果提供一定的基础和支撑。

血府逐瘀方结合踝关节定点挤压调整手法及针灸治疗急性踝关节扭伤回顾性分析

目的观察血府逐瘀方结合踝关节定点挤压调整手法及针灸治疗急性踝关节扭伤临床效果。方法回顾性分析2022年1月—2023年6月收治的90例急性踝关节扭伤患者临床资料,根据治疗方法不同将患者分为两组,对照组患者采取常规疗法,观察组患者采取常规疗法结合血府逐瘀方、踝关节定点挤压调整手法及针灸,记录并比较患者临床疗效、肿胀缓解时间与静息疼痛缓解时间、功能恢复时间、患者中医证候总积分与疼痛评分(visual analogue scale,VAS)变化、踝关节Kofoed评分变化与踝关节跖屈活动度及背伸活动度变化、C反应蛋白(C-reactiveprotein,CRP)与白介素-6(interleukin-6,IL-6)、肿瘤坏死因子α(tumour necrosis factor-α,TNF-α)变化及不良反应发生情况。结果观察组患者疗效优于对照组,P<0.05;较对照组,观察组患者肿胀缓解时间与静息疼痛缓解时间、功能恢复时间均更短,P<0.05;治疗后两组患者中医证候总积分、VAS评分、踝关节Kofoed评分、踝关节跖屈活动度及背伸活动度、炎症因子水平(CRP及IL-6、TNF-α)等指标均改善,而观察组患者治疗后中医证候总积分、VAS评分、踝关节Kofoed评分、踝关节跖屈活动度及背伸活动度、炎症因子水平(CRP及IL-6、TNF-α)等指标均比对照组更佳,P<0.05;对照组患者未见不良反应,观察组出现1例口干,P>0.05。结论急性踝关节扭伤患者采取血府逐瘀方结合踝关节定点挤压调整手法及针灸治疗效果显著,患者症状改善,疼痛缓解,踝关节功能恢复好,且恢复快,不良反应少,安全可靠。

带扩大桩靴桩基施工挤土效应解析研究

提出新型带扩大桩靴预应力管桩基础.不同于均匀截面管桩的施工挤土效应,由于桩靴尺寸大于预制管桩桩身,桩端扩张不宜视作理想球体而更接近于扁球体(旋转椭球体).基于扁球体扩张源对新型带扩大桩靴桩基施工挤土位移场进行解析求解,基于圆孔扩张理论考虑桩周土塑性区域的体积变形,对扁球体扩张应变路径法计算结果进行修正.通过提出的解析解,研究带扩大桩靴桩基施工挤土效应.结果表明,桩周场地可以根据位移场分布规律,大致分为近地表、近桩端以及桩身附近3个区域.扩张源形态越“扁”,桩身附近区域水平“排开”效应略有增强,近地表区域地面“隆起”位移及近桩端区域竖向位移显著减小,这对于挤土桩施工而言是非常有益的.

超声谐振式盲文点显胞元的挤压膜建模及实验研究

目前传统的盲文书籍已经难以满足盲人的阅读需求,本文基于超声振动产生的挤压膜提出了一种超声谐振式盲文点显胞元。理论推导了决定挤压膜气动力学特性的Reynolds方程,利用挤压膜的“活塞效应”得到了输出托浮力的力学模型及近似解,利用搭建的实验平台开展了盲文点显胞元的振动特性测试和输出性能测试。结果表明:该盲文点显胞元的谐振频率为30.8 kHz,激励电压峰峰值在130~200 Vpp时,可以形成稳定且具备一定托浮能力的挤压膜。理论计算值与实验实测数据基本吻合,实验中三种不同质量的试样可被托起13.92~47.71μm的高度,盲文点显胞元具备足够的输出性能。

挤压膜气体推力轴承悬浮承载特性研究

挤压膜气体轴承因其稳定性好、工作模式多样等优点在高速旋转机械中具有广泛的应用前景。高频振动下其结构振型与润滑气膜的耦合是典型的流固耦合问题,为研究挤压膜气体轴承润滑承载特性,基于挤压效应原理提出了一种新型挤压膜气体推力轴承。采用有限元法求解轴承结构振型,并以流体润滑理论为基础,建立了耦合轴承结构振型的悬浮承载特性分析模型,分析了轴承结构、驱动电压等参数对挤压悬浮特性的影响规律。结果表明:挤压膜气体轴承气膜压力呈周期性变化,周期内大于环境压力的平均气压提供了悬浮力,且悬浮力随驱动电压的增加而增大,理论与试验结果相吻合,验证了悬浮承载模型的正确性。该研究能够进一步丰富气体推力轴承理论模型。

企业金融化是否挤出了企业绿色技术创新?

本文以2010-2022年中国A股实体上市企业为样本,实证检验了企业金融化对企业绿色技术创新的影响及内在机理。研究发现:(1)企业金融化对绿色技术创新(绿色专利和授权)存在显著的挤出效应;(2)机制检验表明,资源挤占效应和盈余持续性效应在企业金融化影响企业绿色技术创新路径中产生显著作用;(3)进一步分析表明,挤出效应在ESG表现差的企业、大规模企业、市场化环境更弱地区企业和高融资约束样本中更为明显,企业金融化程度再检验结果表明,企业过度金融化对企业绿色技术创新存在明显的挤出效应。