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111.
112.
The wear of grey cast iron in dry sliding conditions has been studied with the aims of (1) finding the influence of working conditions on the wear rate, and (2) determining the region of speed and load where low wear is accomplished. Grey cast iron with flake and nodular graphite was submitted to investigation using a pin-on-disc machine. The results indicate that the flake graphite cast iron is more suitable for applications at speeds greater than 4 m s−1 and lower loads, while nodular cast iron has greater wear resistance at lower speeds in the range of loads investigated - from 50 N cm−2 to 200 N cm−2  相似文献   
113.
本文依据疏水器作用原理和实践经验对影响选择疏水器规格尺寸的主要因素进行了分析。提出:选择疏水器应排凝水量大,选择倍率适当,符合产品样本的最大、最小工作压力,准确确定其前后压力。  相似文献   
114.
For 30 acid upland and hill soils, with initial pH from 3.5 to 5.8, and loss on ignition from 14% to 94%, cation exchange capacity varied with pH according to the relationship CEC = m pH+C, where m and C are characteristic of each soil. The slope m depended on loss on ignition (LOI), and is given by: m=Δ CEC/Δ=0.22 LOI+1.92. Because of these relationships, CEC measured at the natural pH of the soil (in 0.025 M MgSO4 solution) is more relevant to field conditions than a conventional measurement at pH7. An improved method for estimating lime requirement (LR) of these soils was developed, based on the relationship found between LR and the difference in CEC (ΔCEC) between that at the natural pH of the soil and that at the target pH of 5.5: LR=1.12 ΔCEC+1.48. Lime requirement can therefore also be estimated from loss on ignition using the earlier relationships, and is given by: LR=(0.25 LOI+2.15) Δ+1.48, where Δ is the difference between the natural pH (in 0.025 M MgSO4) and the target pH. Predictions based on this agreed well with results for a further 10 soils.  相似文献   
115.
姚仁山 《云南冶金》2006,35(6):24-26
介绍火铺矿选煤厂的现状及存在的瓶颈制约问题,与配套矿井进行同步扩能改造的必要性和紧迫性;根据矿井采煤方法及煤质特性并结合选煤厂现有工艺等实际情况,提出了选煤厂扩能改造的初步构想:即采用原煤预排矿——三产品全煤重介——煤泥直接浮选——尾煤泥压滤联合工艺流程,并对该工艺流程进行了详细阐述,提出了本次技改存在问题。  相似文献   
116.
Crack propagation tests were carried out on 2024-T3 sheet specimens to study the effects of omitting low-amplitude cycles from the gust-dominated TWIST load sequence (MiniTWIST) and the removal of small load ranges from the manoeuvre-dominated FALSTAFF load sequence (short FALSTAFF). In other tests high-amplitude loads of TWIST and MiniTWIST were truncated at different levels. The results are compared with data from similar test programmes, including crack initiation. Attention is paid to unstationary crack growth retardation and a transient retardation during initial crack growth started by an artificial crack.  相似文献   
117.
对美国费城自由广场一号塔楼下的G一10号嵌岩桩(8.8mX2.6~3.0m,设计荷载53849kN)在成桩后数月及上部结构施工期间和竣工后成功地进行了荷载传递性状的连续观测。本文介绍该桩的地质条件、桩身埋设的量测元件以及历时两年半的观测成果。观测表明,该桩在不同荷载水平下桩顶荷载的60%~70%始终由桩侧阻力分担。这一成果与第一作者先前根据嵌岩桩静载试验结果作出的结论相吻合。  相似文献   
118.
Theoretical analyses for the single fibre pull-out and push-out models under monotonic loading are given which are based on a shear-lag analysis in a fracture mechanics approach considering non-constant friction at the debonded interface as a result of fibre Poisson contraction (or expansion). The solutions allow the determination of typical fibre/matrix interfacial properties such as the interfacial fracture toughness, Gic, the coefficient of friction, μ, and the residual clamping stress, q0. Under cyclic loading the interfacial properties are expected to degrade as a result of repetitive abrasion, and a power law function is assumed between μ and the number of elapsed cycles, N. However, Gic is assumed to be unaffected and a fracture mechanics based debond criterion is derived for the relationship between the external applied stress, the debond length and the reduced friction coefficient for both fibre pull-out and fibre push-out. In addition, the relative displacements between the free fibre end and the matrix top are obtained for cyclic fatigue when the fibre is loaded and unloaded. A relationship obtained for the protrusion (or intrusion) length in fibre pull-out (or push-out) experiments allows the severity of the interface frictional degradation to be evaluated and characterised. Similarities and differences in the frictional degradation behaviour between fibre pull-out and push-out are also identified.  相似文献   
119.
通过对典型振冲挤密法施工方法的研究,分析了该方法的加固机理,指出它可提高地基承载力、减少沉降和不均匀沉降,且能达到地基抗地震、抗液化能力的效果。  相似文献   
120.
钻孔灌注桩后压浆技术的应用与效果   总被引:5,自引:3,他引:2  
王茂桑 《山西建筑》2004,30(6):41-42
介绍了后压浆技术提高灌注桩承载力的作用机理,并列举了四栋高层住宅楼工程中的应用情况,经试验结果分析,指出后压浆技术能大大提高灌注桩的承载力。  相似文献   
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