Semianalytical Solution for Large Deformation of Salt Cavern with Strain-Softening Behavior
المؤلفون المشاركون
Ran, Lina
Zhang, Huabin
Zhang, Qingqing
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-13، 13ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-08-31
دولة النشر
مصر
عدد الصفحات
13
التخصصات الرئيسية
الملخص EN
A semianalytical solution of stress and displacement in the strain-softening and plastic flow zones of a salt cavern is presented.
The solution is derived by adopting the large deformation theory, considering the nonlinear Hoek–Brown (H-B) strength criterion.
The Romberg method is used to carry out numerical calculation, and then, the large deformation law of displacement is analyzed.
The results are compared with those obtained by former numerical methods, and the solutions are validated.
The results indicate that the displacement of the plastic zone decreases with the increase in distance away from the salt cavern.
Similarly, it decreases with an increase in the geological strength index or running pressure, with the running pressure having a more significant effect on the displacement.
It increases with the dilation angle, and the impact degree gradually increases.
Compared with the softening parameter, h, of the plastic zone, the flow parameter, f, has little impact on the displacement.
The displacement of the plastic zone obviously increased when considering the strain-softening of salt rock.
When considering the shear dilation and softening behaviors of salt rock, the analytical solution obtained by employing the experiential regression Hoek–Brown (H-B) criterion, which considers many factors such as the structural characteristics of the salt formation and the rock mass quality, is safer and closer to the actual situation.
This study can provide reference for many applications, including but not confined to analyzing the deformation of the surrounding rock of an underground salt cavern storage facility during construction.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Ran, Lina& Zhang, Huabin& Zhang, Qingqing. 2020. Semianalytical Solution for Large Deformation of Salt Cavern with Strain-Softening Behavior. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-13.
https://search.emarefa.net/detail/BIM-1124022
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Ran, Lina…[et al.]. Semianalytical Solution for Large Deformation of Salt Cavern with Strain-Softening Behavior. Advances in Civil Engineering No. 2020 (2020), pp.1-13.
https://search.emarefa.net/detail/BIM-1124022
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Ran, Lina& Zhang, Huabin& Zhang, Qingqing. Semianalytical Solution for Large Deformation of Salt Cavern with Strain-Softening Behavior. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-13.
https://search.emarefa.net/detail/BIM-1124022
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1124022
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