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钻井单层井壁可缩结构设计与监测技术研究
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作者 宋成义 《煤炭与化工》 CAS 2023年第12期74-77,81,共5页
陈四楼煤矿南风井采用钻井法施工,虽然设置了可缩装置,但已产生较大变形,井壁受力更为复杂,安全隐患日趋严重,需要评估井壁受力与变形安全状态,预防灾害发生。针对这一情况,介绍了南风井可缩层的设计位置、可缩层的数量、可缩层的承载... 陈四楼煤矿南风井采用钻井法施工,虽然设置了可缩装置,但已产生较大变形,井壁受力更为复杂,安全隐患日趋严重,需要评估井壁受力与变形安全状态,预防灾害发生。针对这一情况,介绍了南风井可缩层的设计位置、可缩层的数量、可缩层的承载能力、可缩层的结构设计,研究了钻井井壁变形监测与安全评估技术,建立了井壁受力与变形智能化在线监测系统,及时掌握其受力状态,对其安全状况做出合理评价,达到提前预防突发性井壁破裂灾害的目的,并为井壁破裂灾害治理提供依据,为矿井安全生产提供了有力技术保障,可产生良好的经济效益和社会效益。 展开更多
关键词 钻井井壁 井壁破裂 可缩装置 可缩结构 变形监测 破裂灾害
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管板组合式井壁可缩结构的初步研究 被引量:1
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作者 杨志江 车平 《山西建筑》 2004年第6期20-21,共2页
针对一种新型井壁可缩结构 ,利用大型有限元分析软件包ANSYS对该结构的“可缩”性能进行了数值模拟 。
关键词 管板 组合式井壁 可缩结构 数值模拟 ANSYS
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深厚表土层井筒可缩井壁结构的探讨 被引量:2
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作者 卜昌森 李华东 《山东煤炭科技》 2001年第2期54-55,共2页
由于矿井疏排水引起水位下降,造成地表下沉而产生的竖附加力,使部分井筒产生破坏,根据已破坏的井筒的实际参数及水文地质情况,结合梁宝寺矿井井筒检查孔提供的地质水文资料,分析预测梁宝寺矿井地表沉降量,探讨性地提出梁宝寺矿井... 由于矿井疏排水引起水位下降,造成地表下沉而产生的竖附加力,使部分井筒产生破坏,根据已破坏的井筒的实际参数及水文地质情况,结合梁宝寺矿井井筒检查孔提供的地质水文资料,分析预测梁宝寺矿井地表沉降量,探讨性地提出梁宝寺矿井在含水层下部隔水层中设可缩层结构吸收竖向附加力的井壁结构形式。 展开更多
关键词 深厚表土 可缩井壁结构 井筒 排水 地质水文条件 地表沉降量
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三软深部岩层“粗料石可缩性支护结构”试验研究
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作者 郑文光 孟凡丛 邢志春 《山东煤炭科技》 1997年第3期37-39,共3页
介绍一种“刚”、“柔”兼容的粗料石可缩性支护结构的力学特性及与松软岩层的适应性特征,为三软矿井深部巷道的支护提供一条简单、实用、有效的支护新途径。
关键词 矿井 巷道支护 可缩性支护结构 岩层 粗料石
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顶升可缩式钢管混凝土支柱试验研究与工程应用 被引量:8
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作者 王军 杨光 +2 位作者 黄万朋 张涛 邢鲁义 《煤炭学报》 EI CAS CSCD 北大核心 2022年第8期3052-3068,共17页
针对沿空留巷巷旁支护存在的问题,提出基于顶升可缩式钢管混凝土支柱的巷旁支护技术。设计了顶升可缩式钢管混凝土支柱结构与留巷工艺,为验证该支柱增阻让压性能,开展了不同让压结构的可缩承载试验,研究表明:杨木可缩阶段承载力200 kN... 针对沿空留巷巷旁支护存在的问题,提出基于顶升可缩式钢管混凝土支柱的巷旁支护技术。设计了顶升可缩式钢管混凝土支柱结构与留巷工艺,为验证该支柱增阻让压性能,开展了不同让压结构的可缩承载试验,研究表明:杨木可缩阶段承载力200 kN、极值承载力700 kN,松木可缩阶段承载力500 kN、极值承载力900 kN,钢筋网柱可缩阶段承载力400 kN、极值承载力750 kN,以松木的压缩率最高,达到77.7%,可见,松木更适合作为让压结构。通过分析钢管混凝土短柱和长柱承载力试验结果,验证了钢管混凝土支柱高承载力特征,修正了支柱承载力长细比折减系数,优化了顶升可缩式钢管混凝土支柱承载力计算公式。通过文献分析选取了合理的巷旁支护阻力和压缩量计算方法,以鲁西煤矿3_(下)A02工作面沿空留巷为例,进行了巷旁支护阻力和压缩量计算分析,以试验研究为基础,开展了顶升可缩式钢管混凝土支柱结构设计、支柱受力分析和工程实践研究。实践表明采用单排φ299 mm×10 mm顶升可缩式钢管混凝土支柱+一排φ21.6 mm×10300 mm控顶锚索的巷旁支护,辅以挡风帘+网喷层的采空区隔离方案,能够保证沿空留巷长期稳定,该技术具有顶升初撑效果好、增阻变形能力强、支护承载力高等特点,在基本顶沉降运动剧烈的留巷工程中具有较好的应用前景,若进一步配合采空区侧切顶卸压和支柱外壳钢管回收复用,留巷效果将更优。 展开更多
关键词 钢管混凝土支柱 顶升接顶 结构可缩 沿空留巷 长短柱承载力
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A Survey on Smart Collaborative Identifier Networks 被引量:3
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作者 Haifeng Li Hongke Zhang 《China Communications》 SCIE CSCD 2018年第3期168-185,共18页
The current Internet architecture was designed on the basis of a triple bindings model, which could meet the needs of the early Internet. However, with the tremendous growth of the Internet and the continuous innovati... The current Internet architecture was designed on the basis of a triple bindings model, which could meet the needs of the early Internet. However, with the tremendous growth of the Internet and the continuous innovations of applications, the triple bindings(namely, control/data binding, resource/location binding and user/network binding) have given rise to many problems for the Internet, such as scalability, mobility, and security. In order to solve these problems, many network techniques have been developed. Besides, novel future Internet architectures including Information-Centric Networks and Software-Defined Networks have emerged. However, these architectures only partially decouple the triple bindings. To completely separate the triple bindings, Smart Collaborative Identifier Networks(SINET) is proposed. There have been many research efforts on SINET, which built the foundation of SINET being a promising future Internet. In this paper, we comprehensively introduce SINET and these related research works. We start by introducing the motivation for SINET, explain its fundamental concepts and how it can make a difference. Next, we present in details the design principles of every layer in SINET, explaining how it can decouple the triple bindings and solve the problems of the current Internet. Finally, we discuss the state-of-theart challenges in SINET. We investigate the ongoing research works and commercial products in SINET, with aspects such as scalability, mobility, security and reliability. 展开更多
关键词 smart collaborative identifiernetworks future Internet triple bindings scal-ability MOBILITY security reliability
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A Numerical Verification of Self-Similar Multiplicative Theory for Small-Scale Atmospheric Turbulent Convection 被引量:2
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作者 SONG Zong-Peng HU Fei +3 位作者 LIU Yu-Jue CHENG Xue-Ling LIU Lei XU Jing-Jing 《Atmospheric and Oceanic Science Letters》 CSCD 2014年第2期98-102,共5页
The self-similar multiplicative theory(SSM theory), aims to interpret the scaling behavior of the temperature structure function. In the present paper, the author report results from a numerical simulation of atmosphe... The self-similar multiplicative theory(SSM theory), aims to interpret the scaling behavior of the temperature structure function. In the present paper, the author report results from a numerical simulation of atmospheric turbulent convection in order to verify this theory. The simulation was based on a shell model which was deduced from simplified atmospheric convection equations. The numerical results agreed well with the theory prediction of scaling law from the first order to the eighth order. They also showed that the prediction of this theory was better than that given by the Kolmogorov's theory in 1941, log-normal, and β model theories. 展开更多
关键词 turbulent convection structure function scaling law shell model
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Proposed Simplified Procedure for Safety Factor Scaling for Various Life Cycles
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作者 Eliezer Shamir 《Journal of Civil Engineering and Architecture》 2014年第10期1317-1326,共10页
It is common to assume that structures are designed in view of 50 year life cycle as per Euro-Code 2 and other codes. In special cases, structures are designed in view of longer life cycle, such as bridges, important ... It is common to assume that structures are designed in view of 50 year life cycle as per Euro-Code 2 and other codes. In special cases, structures are designed in view of longer life cycle, such as bridges, important infrastructure facilities, important religious structures or in case of extended returning period of seismic event or floods. Beside issues of durability and maintenance aspects, this involves also the need to cover the probability of exceeding characteristic design live loads during the extended period, while keeping the same levels of the accepted risk that were assumed by the various codes, as good enough for the standard 50 year life cycle. Bearing in mind that design procedures, formulations, materials characteristic strengths and partial safety factors are used for these structures as per the existing codes, scaling of partial safety factors, or alternatively an additional "compensating" factor is required. A simplified approach and procedure to arrive at a reasonable calibration of the code safety factors based on 50 years to compensate for an extended life cycle, based upon structural reliability considerations, is proposed. 展开更多
关键词 Life cycle code calibration SCALING safety factors target reliability factor.
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A unified theory for gas dynamics and aeroacoustics in viscous compressible flows.PartⅡ.Sources on solid boundary 被引量:2
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作者 Feng Mao Luoqin Liu +3 位作者 Linlin Kang Jiezhi Wu Pengjunyi Zhang Zhenhua Wan 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2022年第12期58-66,共9页
This work attempts to extend the fundamental theory for classic gas dynamics to viscous compressible flow,of which aeroacoustics will naturally be a special branch.As a continuation of Part I.Unbounded fluid(Mao et al... This work attempts to extend the fundamental theory for classic gas dynamics to viscous compressible flow,of which aeroacoustics will naturally be a special branch.As a continuation of Part I.Unbounded fluid(Mao et al.,2022),this paper studies the source of longitudinal field at solid boundary,caused by the on-wall kinematic and viscous dynamic coupling of longitudinal and transverse processes.We find that at this situation the easiest choice for the two independent thermodynamic variables is the dimensionless pressure P and temperature T.The two-level structure of boundary dynamics of longitudinal field is obtained by applying the continuity equation and its normal derivative to the surface.We show that the boundary dilatation flux represents faithfully the boundary production of vortex sound and entropy sound,and the mutual generation mechanism of the longitudinal and transverse fields on the boundary does not occur symmetrically"at the samc level,but appears along a zigzag route.At the first level,it is the pressure gradient that generates vorticity unidirectionally;while at the second level,it is the vorticity that generates dilatation unidirectionally. 展开更多
关键词 Gasdynamics-aeroacoustics viscous compressible flow Advective wave equations Thermodynamic variables DILATATION Process splittingand coupling
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A Numerical Modeling of the Vortex-induced Vibration of Cascade in Turbomachinery using Immersed Boundary Method 被引量:1
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作者 Guotun Hu Lin Du Guohua Zhong Xiaofeng Sun 《Journal of Thermal Science》 SCIE EI CAS CSCD 2011年第3期229-237,共9页
Based on the immersed boundary method,a fast simulation for solving unsteady,incompressible,viscous flow associated with the oscillating cascade is established on a quasi-three-dimensional coordinate system.The numeri... Based on the immersed boundary method,a fast simulation for solving unsteady,incompressible,viscous flow associated with the oscillating cascade is established on a quasi-three-dimensional coordinate system.The numerical method is applied to the simulation of the flow passing an oscillating circular cylinder which is forced to move in X direction under prescribed motions in water at rest at low Keulegan-Carpenter numbers.Then vor-tex-induced vibration of a cylinder with two degrees of freedom which oscillates in in-line direction and transverse direction is simulated using this method.The results are in good agreement with the previous research.Then the method is extended to the oscillating cascade simulation of making various comparisons.It is found that the IBPA(inter blade phase angle) will change as the time goes on,because of the non-uniformity of the flow in the circumferential direction,until the oscillating cascade goes to a stable situation.The reduced velocity and the number of blades are chosen to investigate the effects of them on IBPA.The results indicate that both the reduced velocity and the number of blades are the main factors which influence IBPA.It is worth noting that the coupling process is not necessary to generate any body-fitting grids,which makes it much faster in computational process for such a complicated fluid-structure interaction problem. 展开更多
关键词 TURBOMACHINERY IB method vortex-induced vibration oscillating cascade
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Dynamic Transition and Pattern Formation in Taylor Problem
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作者 Tian MA Shouhong WANG 《Chinese Annals of Mathematics,Series B》 SCIE CSCD 2010年第6期953-974,共22页
The main objective of this article is to study both dynamic and structural transitions of the Taylor-Couette flow, by using the dynamic transition theory and geometric theory of incompressible flows developed recently... The main objective of this article is to study both dynamic and structural transitions of the Taylor-Couette flow, by using the dynamic transition theory and geometric theory of incompressible flows developed recently by the authors. In particular, it is shown that as the Taylor number crosses the critical number, the system undergoes either a continuous or a jump dynamic transition, dictated by the sign of a computable, nondimensional parameter R. In addition, it is also shown that the new transition states have the Taylor vortex type of flow structure, which is structurally stable. 展开更多
关键词 Taylor problem Couette flow Taylor vortices Dynamic transition theory Dynamic classification of phase transitions Continuous transition Jump transition Mixed transition Structural stability
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