An approach to measure infill matric suction of irregular infilled rock joints under constant normal stiffness shearing

Rock joints infilled with sediments can strongly influence the strength of rock mass. As infilled joints often exist under unsaturated condition, this study investigated the influence of matric suction of infill on the overall joint shear strength. A novel technique that allows direct measurement of matric suction of infill using high capacity tensiometers (HCTs) during direct shear of infilled joints under constant normal stiffness (CNS) is described. The CNS apparatus was modified to accommodate the HCT and the procedure is explained in detail. Joint specimens were simulated by gypsum plaster using three-dimensional (3D) printed surface moulds, and filled with kaolin and sand mixture prepared at different water contents. Shear behaviours of both planar infilled joints and rough joints having joint roughness coefficients (JRCs) of 8–10 and 18–20 with the ratios of infill thickness to asperity height (t/a) equal to 0.5 were investigated. Matric suction shows predominantly unimodal behaviour during shearing of both planar and rough joints, which is closely associated with the variation of unloading rate and volumetric changes of the infill material. As expected, two-peak behaviour was observed for the rough joints and both peaks increased with the increase of infill matric suction. The results suggest that the contribution of matric suction of infill on the joint peak normalised shear stress is relatively independent of the joint roughness.     

THE FLOW PRODUCED IN PARTICLE-SUSPENSION BY AN INFINITE ROTATING DISK:SERIES SOLUTION

To the flow produced in particle-suspension by a rotating disk of infinite extent,the asymptotic behavior at infinity is analyzed.A corresponding series solution is presented.It isshown that this approach yields widely valid solutions of high accuracy for all the cases in whichthat suction or weak injection at the disk surface exists.For the cases that strong injection or par-ticle-free band exists,the series method fails.     

圆管流动的二次转捩

利用直接数值模拟方法求解N-S方程来研究空间发展的圆管转捩,计算中雷诺数Re选定为3000。在局部壁面引入的周期性吹吸(PSB)扰动作用下,圆管中首先出现了塞流结构,并向下游迁移,同时有稳定的流向条带结构形成;在塞流结构离开计算域后,随着扰动的不断发展,流向条带结构逐渐破裂失稳,圆管流动出现了第二次转捩,这是一种新的转捩形式,我们称之为“二次转捩”。     

10000m^3内浮顶油罐双浮动吸油装置设计

介绍了某油库扩建工程中10 000 m3内浮顶油罐双DN500浮动吸油装置的结构设计,并对内浮顶罐浮动吸油装置的浮力进行了优化配置,此经验对我国内浮顶油罐浮动吸油装置的设计和使用具有一定的指导意义.     

ON THE SLOW MANIFOLD CHARACTERISTICS OF CAPILLARY SUCTION APPARATUS DYNAMICS

The nonlinear dynamic behaviour relating the wet front size and liquid saturation under inner cylinder (or rectangular cell) in cylindrical (or rectangular) capillary suction apparatus was investigated. The slow manifold explanation was proposed and the fast- and slow-varying variables were identified. Experiments were conducted to verify theoretical findings.     

铜基薄壁热管应用现状及发展趋势

在5G通信技术及消费电子行业快速发展的背景下,铜基薄壁热管被广泛应用于大功率电子设备散热领域。通过介绍目前应用较广的几种热管,对其结构、特点及应用范围进行了对比 ;阐述热管在加工制备和使用过程中存在的一些问题和缺陷,对表面缺陷形成机理进行分析,并对热管未来的发展趋势进行了展望。     

冰箱门胆真空吸塑成型模具抽芯机构设计

在充分分析斜滑块抽芯机构运动及受力状态的基础上，介绍了一种利用脱模力抽芯的非气动抽芯机构设计方法，采用该方法设计的冰箱门胆吸塑模具结构紧凑、抽芯可靠、生产效率高。     

饱和砂土吸力基础沉贯过程中渗流场分布

针对不同长径比的传统吸力基础及裙式吸力基础,采用有限元数值模拟的方法,研究其在饱和砂土内吸力沉贯过程中的土体渗流场分布规律。研究结果表明:传统吸力基础在沉贯过程中,土中渗流场均呈现层状分布,水头等值线密集分布于主桶内部土体,相对比较平缓;而主桶外部水头等值线变化较小且分布比较稀疏。裙式吸力基础渗流场主要存在于主桶内部和裙结构内部,并向外扩散至部分土体。吸力沉贯过程中土体的水头损失主要集中在主桶内部和裙结构内部,土体中的孔压分布和传统吸力基础规律一致,即成层状分布并未出现泡状的孔压分布形式。研究成果对揭示吸力基础沉贯机理有理论指导意义。     

A novel shaft-less double suction mini pump

A novel double suction shaft-less mini pump was developed for heat control of small energy systems in this study.The mini pump impeller with an exit diameter of 40 mm was combined with the motor rotor supported by the hybrid dynamic bearing.The specific speed of the pump was 125 min-1 m3 min-1 m.The hydraulic performance of the pump was investigated experimen-tally under four rotational speeds.From the test results,it was recognized that the pump could provide a flow discharge of 5 L/min and head of 1.5 m,w...