Performance of Super-Large-Span Tunnel Portal Excavated by Upper Bench CD Method Based on Field Monitoring and Numerical Modeling
المؤلفون المشاركون
Liu, Weiwei
Chen, Jianxun
Luo, Yanbin
Shi, Zhou
Zhang, Shaoqiang
Chen, Lijun
Li, Yao
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-15، 15ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-08-13
دولة النشر
مصر
عدد الصفحات
15
التخصصات الرئيسية
الملخص EN
The number of super-large-span tunnels is increasing in both new construction and reconstruction projects in China recently.
In super-large-span tunneling engineering, the deformation properties and mechanical behaviors of tunnel portal structure are more complex than those of common tunnel due to the flatter shape and larger construction span.
The mechanical behaviors of rock mass change in response to different sequential excavation methods and supporting parameters.
The upper bench CD method has been gradually applied in the construction of super-large-span tunnels in China.
In this paper, the design parameters for the supporting structure of super-large-span tunnel were studied by the field monitoring and numerical modeling in a case study of Laohushan tunnel.
It was found that the crown settlement was larger than the clearance convergence, and the stress of arch was greater than that of the side wall in tunnel portal section.
The invert structure was flat with small curvature.
Therefore, the shotcrete was mainly subjected to tensile stress.
The use of H200 × 200 steel rib with spacing of 60 cm and C25 shotcrete with thickness of 30 cm is recommended.
The results of this paper provide basis for the development of design specifications and construction standards for super-large-span tunnels and provide reference for similar projects in the future.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Luo, Yanbin& Chen, Jianxun& Shi, Zhou& Zhang, Shaoqiang& Liu, Weiwei& Li, Yao…[et al.]. 2020. Performance of Super-Large-Span Tunnel Portal Excavated by Upper Bench CD Method Based on Field Monitoring and Numerical Modeling. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-15.
https://search.emarefa.net/detail/BIM-1123358
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Luo, Yanbin…[et al.]. Performance of Super-Large-Span Tunnel Portal Excavated by Upper Bench CD Method Based on Field Monitoring and Numerical Modeling. Advances in Civil Engineering No. 2020 (2020), pp.1-15.
https://search.emarefa.net/detail/BIM-1123358
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Luo, Yanbin& Chen, Jianxun& Shi, Zhou& Zhang, Shaoqiang& Liu, Weiwei& Li, Yao…[et al.]. Performance of Super-Large-Span Tunnel Portal Excavated by Upper Bench CD Method Based on Field Monitoring and Numerical Modeling. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-15.
https://search.emarefa.net/detail/BIM-1123358
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1123358
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر