Improved Theoretical Solutions for Estimating the Tunnel Response Induced by Overlying Excavation

نویسندگان

چکیده

As a result of China’s urbanization, it has been common phenomenon that adjacent deep excavations were constructed near underground structures, which can have series detrimental effects on existing tunnels. Thus, is crucial to assess the tunnel response induced by overlying excavation, with aim maintaining safety and serviceability operating The shield idealized as an infinite beam lying upon three parameter Kerr-model vertical force equilibrium equation element established. Then, theoretical solution derived for capturing soil–tunnel interaction. To prove accuracy proposed method, calculation results are compared field measurements, along data finite studies. Thereafter, parametric analysis will be conducted some characteristic factors responses caused excavations, such tunnel-excavation horizontal distance, bending stiffness, buried depth tunnel. indicate increase in stiffness tunnel, well significantly alleviate deformation. However, inner increased when increasing stiffness.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Assessment of Tunnel Excavation on Surface Settlement

The expansion of underground structures is important in urban areas with high population density. In most large cities in the world, urban development is spreading along the structures. These structures are generally located at shallow depth; therefore study of shallow tunnels in urban areas is critical for development. During the excavation of tunnels in urban areas, creating the asymmetric se...

متن کامل

Finite Element Method Analysis of Influence on Subway Tunnel Adjacent to Excavation by Excavation Construction

The interaction influence on subway tunnels adjacent to foundation excavation was produced by excavation construction, and it is great significance for the correct assessment of its size and influence on the safety of subway operation. Based on the foundation excavation project, some typical foundation excavation profiles are selected, the calculation and analysis on additional settlement and h...

متن کامل

Dynamic Bayesian Network for Probabilistic Modeling of Tunnel Excavation Processes

A Dynamic Bayesian Network (DBN) model for probabilistic assessment of tunnel construction performance is introduced. It facilitates the quantification of uncertainties in the construction process and of the risk from extraordinary events that cause severe delays and damages. Stochastic dependencies resulting from the influence of human factors and other external factors are addressed in the mo...

متن کامل

study of cohesive devices in the textbook of english for the students of apsychology by rastegarpour

this study investigates the cohesive devices used in the textbook of english for the students of psychology. the research questions and hypotheses in the present study are based on what frequency and distribution of grammatical and lexical cohesive devices are. then, to answer the questions all grammatical and lexical cohesive devices in reading comprehension passages from 6 units of 21units th...

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Sustainability

سال: 2023

ISSN: ['2071-1050']

DOI: https://doi.org/10.3390/su15032589