دورية أكاديمية

Research on Bearing Theory of Squeezed Branch Pile

التفاصيل البيبلوغرافية
العنوان: Research on Bearing Theory of Squeezed Branch Pile
المؤلفون: Hong-wei Ma, Yi-ying Wu, Yu Tong, Xiao-qiang Jiang
المصدر: Advances in Civil Engineering, Vol 2020 (2020)
بيانات النشر: Wiley, 2020.
سنة النشر: 2020
المجموعة: LCC:Engineering (General). Civil engineering (General)
مصطلحات موضوعية: Engineering (General). Civil engineering (General), TA1-2040
الوصف: Based on the shear displacement method, theoretical research on the load transfer relation of squeezed branch pile is established. In combination with the nonlinear relation of the interaction between piles and soil, the hyperbolic function is used to describe the pile tip, pile skin, and branch. The theoretical method of the load transfer is improved, and the expression of the load transfer coefficient of these three parts is given. Finally, the applicability of the theoretical method is verified by the model test of homogeneous soil and the field test of stratified soil. The verification results show that the theoretical calculation method of the squeezed branch single-pile bearing capacity based on the shear displacement method can better calculate the ultimate load in practical engineering applications.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 1687-8086
1687-8094
Relation: https://doaj.org/toc/1687-8086; https://doaj.org/toc/1687-8094
DOI: 10.1155/2020/6637261
URL الوصول: https://doaj.org/article/54c18f544c3744e2a1f100f1bfc7f090
رقم الأكسشن: edsdoj.54c18f544c3744e2a1f100f1bfc7f090
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:16878086
16878094
DOI:10.1155/2020/6637261