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Constitutive Modeling of Physical Properties of Coastal Sand during Tunneling Construction Disturbance

التفاصيل البيبلوغرافية
العنوان: Constitutive Modeling of Physical Properties of Coastal Sand during Tunneling Construction Disturbance
المؤلفون: Jian-Feng Zhu, Hong-Yi Zhao, Ri-Qing Xu, Zhan-You Luo, Dong-Sheng Jeng
المصدر: Journal of Marine Science and Engineering, Vol 9, Iss 2, p 167 (2021)
بيانات النشر: MDPI AG, 2021.
سنة النشر: 2021
المجموعة: LCC:Naval architecture. Shipbuilding. Marine engineering
LCC:Oceanography
مصطلحات موضوعية: sand, void ratio, disturbed state concept, disturbance function, constitutive model, Naval architecture. Shipbuilding. Marine engineering, VM1-989, Oceanography, GC1-1581
الوصف: This paper presents a simple but workable constitutive model for the stress–strain relationship of sandy soil during the process of tunneling construction disturbance in coastal cities. The model was developed by linking the parameter K and internal angle φ of the Duncan–Chang model with the disturbed degree of sand, in which the effects of the initial void ratio on the strength deformation property of sands are considered using a unified disturbance function based on disturbed state concept theory. Three cases were analyzed to investigate the validity of the proposed constitutive model considering disturbance. After validation, the proposed constitutive model was further incorporated into a 3D finite element framework to predict the soil deformation caused by shield construction. It was found that the simulated results agreed well with the analytical solution, indicating that the developed numerical model with proposed constitutive relationship is capable of characterizing the mechanical properties of sand under tunneling construction disturbance.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 2077-1312
Relation: https://www.mdpi.com/2077-1312/9/2/167; https://doaj.org/toc/2077-1312
DOI: 10.3390/jmse9020167
URL الوصول: https://doaj.org/article/a3c58029bb1a4f5d929164a3dde0e602
رقم الأكسشن: edsdoj.3c58029bb1a4f5d929164a3dde0e602
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:20771312
DOI:10.3390/jmse9020167