دورية أكاديمية
Research on Bearing Theory of Squeezed Branch Pile
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 |
تدمد: | 16878086 16878094 |
---|---|
DOI: | 10.1155/2020/6637261 |