Field Tests and Simplified Calculation Method for Static Drill Rooted Nodular Pile

In order to explore bearing characteristics of a new-type static drill rooted nodular pile foundation (SDRN), which is composed of PHC pile, bamboo joint pile, and cement soils, field tests of three piles were carried out by embedding internal rebar stress gauges to collect test data. The test resul...

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Bibliographic Details
Main Authors: Zhong-Jin Wang, Ri-Hong Zhang, Xin-Yu Xie, Peng-Fei Fang, Ling-Wei Zheng, Jin-Zhu Li, Da-Yong Zhu
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/5841840
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