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Wang X.Wang B.Tan Z.Wang Y. 《现代隧道技术》2018,(3):37-45
With the rapid development of China high speed railway, there is a dramatic increase of deep-buried and long mountain tunnels, and more and more tunnels are disturbed by high water pressure during construction and operation. Design for tunnel lining with high water pressure is one of the central concerns in the field of tunnel engi-neering, and the key problem is to forecast water pressure on the secondary lining and determination of water pressure resistance grade. The upper limit of water pressure on the secondary lining is studied by investigation and analysis in this paper. The study shows: (1) There should be an upper limit for the grade of water pressure resistance; (2) It is not very effective to improve the tunnel structure bearing capacity by only increasing the lining thickness haphazard-ly, and the appropriate maximum thickness of secondary lining is 1 m; (3) It is also unsatisfactory to improve the tunnel structure bearing capacity by simply increase concrete strength grade. The appropriate concrete grade is between C40 and C50. (4) In view of tunnel structure safety and good operation performance, the upper limit of water pressure resist grade should be no more than 1.2 MPa. When water pressure on the secondary exceeds the designed value,comprehensive measures should be taken to adjust the value to the appropriate range. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
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The objective of this study is to categorize the failure modes; moment and rotation capacities; ductility; stiffness; joint classification; strain behaviour; and load transfer mechanism of steel beam through CFST column connections. Eight one-third scale composite joints were tested under static load up to failure. The key parameters comprise two ηStrength ratios; the effect of beam flange and web continuity inside the connection zone; and full cross-section continuity of steel beam. Moreover, the contribution of the connection component to the overall capacity of composite joints was determined. Results indicated that through beam connection could provide an ideal rigid joint. The absence of beam flange and the discontinuity of full beam cross-section made the connection component highly susceptible to fracture. In contrast, the presence of these details leads to higher ductile behaviour and prevent joint failure. The flange contribution to the moment and rotation capacities is significant, contrarily to the web contribution, which is negligible in value. The flange contribution to ductility coefficient is more dominated compared to web contribution. When strong column-weak beam criteria are followed, the continuity contribution to initial stiffness is more dominated. In contrast, the specimens that follow the weak column-strong beam criterion, the flange contribution to the initial stiffness has the major effect. 相似文献
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总结国内外预应力混凝土轨枕强度检验标准,分析世界主要国家和地区混凝土轨枕标准体系之间的差异,就混凝土轨枕强度检验项目、支承图式及检验荷载计算方法进行详细对比。分析结果表明,各国混凝土轨枕标准体系、检验项目和支承图式存在差异,我国铁路混凝土轨枕标准对于各型产品检验要求规定比较详细具体,但在标准的系统性和概括性方面仍存在不足。在轨枕强度检验荷载的计算过程中,中国和日本混凝土轨枕强度检验是基于轨枕设计承载能力进行检验,而欧洲和北美地区混凝土轨枕强度检验是基于现场承载要求检验,在混凝土轨枕标准国际化过程中需注意该差异。 相似文献
187.
文章运用ANSYS软件,建立“实体一弹簧.壳”的有限元模型,对碳纤维板加固带有初始裂纹的纯弯曲病害钢筋混凝土梁(RC梁)的力学性能进行研究。结果表明:经碳纤维板加固后,病害RC梁的极限承载力、钢筋屈服荷载、开裂后的整体刚度均有明显提高,且碳纤维板越厚,加固效果越显著。此外还能有效抑制裂纹扩展、改善梁底受力状况,减小裂纹尖端应力强度因子,提高构件剩余疲劳寿命。 相似文献
188.
逯艳华 《辽宁省交通高等专科学校学报》2013,15(4):95-99
多种因素均不同程度地影响超声回弹综合法检测混凝土强度的结果精度,本文对各种影响因素进行研究,探讨辽宁区域混凝土超声回弹测强曲线的适用条件,并在不同条件下进行了大量的试验,验证了辽宁区域的测强曲线的准确性。经实体工程检验证明,该曲线的应用大幅度提高了该检测方法的精度。 相似文献
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本文针对螺栓联接的可靠性,从结构形式、受力分析、预紧力、拧紧力矩等方面介绍了螺栓联接的设计计算方法,分析了装配过程中螺栓联接的影响因素,给出了质量保证方法。 相似文献