bearing behavior

基本解釋

Therefore, this thesis analysed the bearing behavior of super-long group piles under vertical loadings by non-linear finite element method.
因此，本文以非線性有限元分析豎直荷載作用下超長群樁承載性狀。
The test results are converted to load-settlement curves of conventional testing method and the bearing behavior and load transfer characteristics are analyzed.
根據(jù)試驗數(shù)據(jù)向傳統(tǒng)靜載試樁結(jié)果進行轉(zhuǎn)化和對比，并對樁的承載性能與荷載傳遞特點進行了分析。
The obvious time effect and end-bearing behavior of bearing disks are pointed out by means of analyses. The high bearing capacity and S-shaped Q-S curve of squeezed branch piles are highlighted.
通過分析計算，指出了支盤的承力特性具有明顯的時間效應和端承性質(zhì)，揭示了支盤樁高承載力和S型Q-S曲線的內(nèi)涵。

承載性狀
承載特性
At last, design means related to the bearing behavior of diaphragm wall foundation are expounded, and some suggestion and improvement are presented associating testing diaphragm wall foundation.
最后,本文還闡述了與地下連續(xù)墻基礎承載特性相關(guān)的設計計算方法,并結(jié)合試驗墻基礎,提出了相關(guān)設計建議和改進。
交通運輸工程
承載性狀
According to the data of three groups of rocksocketed piles in model test,the pulling bearing behavior and the law of variation in side resistance are analyzed,and some conclusions are obtained to have guidable significance for design and construction of engineering.
根據(jù)三組嵌巖抗拔樁的抗拔承載力模型試驗結(jié)果,分析了嵌巖抗拔樁的抗拔承載性狀和樁身側(cè)阻發(fā)揮特性,得出了一些對該類工程設計和施工具有指導意義的結(jié)論。
受力行為