A platform for research: civil engineering, architecture and urbanism
Prediction of Bearing Capacity for Rock-Socketed Under-Reamed Uplift Piles Based on Hoek-Brown Failure Criterion
Piles are often designed to resist uplift actions resulting from wind, wave, earthquake, and underground water in high-rise buildings and long-span bridges. A rock-socketed under-reamed uplift pile can bear larger capacity with better performance, although its theoretical study is lagging behind the application, especially the prediction of bearing capacity. Based on the Hoek-Brown failure criterion of rock, a new simplified calculation formula is deduced according to the similar analysis and prediction method of capacity of under-reamed piles in soil. Two static loading tests were conducted on piles in Zifeng tower in Nanjing. The comparisons were made among predictions resulted from the simplified formula, other empirical methods, and field test results in Zifeng, including other test data in the literature. The results from simplified calculation formula agree well with the test results.
Prediction of Bearing Capacity for Rock-Socketed Under-Reamed Uplift Piles Based on Hoek-Brown Failure Criterion
Piles are often designed to resist uplift actions resulting from wind, wave, earthquake, and underground water in high-rise buildings and long-span bridges. A rock-socketed under-reamed uplift pile can bear larger capacity with better performance, although its theoretical study is lagging behind the application, especially the prediction of bearing capacity. Based on the Hoek-Brown failure criterion of rock, a new simplified calculation formula is deduced according to the similar analysis and prediction method of capacity of under-reamed piles in soil. Two static loading tests were conducted on piles in Zifeng tower in Nanjing. The comparisons were made among predictions resulted from the simplified formula, other empirical methods, and field test results in Zifeng, including other test data in the literature. The results from simplified calculation formula agree well with the test results.
Prediction of Bearing Capacity for Rock-Socketed Under-Reamed Uplift Piles Based on Hoek-Brown Failure Criterion
He, Hongnan (author) / Dai, Guo liang (author) / Gong, Weiming (author)
Geo-Hubei 2014 International Conference on Sustainable Civil Infrastructure ; 2014 ; Yichang, Hubei, China
2014-06-23
Conference paper
Electronic Resource
English
British Library Conference Proceedings | 2014
|Study on the Uplift Bearing Capacity of Rock-Socketed Piles
Online Contents | 2021
|Study on the Uplift Bearing Capacity of Rock-Socketed Piles
Springer Verlag | 2021
|Field test study on bearing capacity of rock-embedded under-reamed uplift piles
British Library Online Contents | 2018
|Field Test on Uplift Bearing Capacity of Rock-Socketed Belled Piles
Springer Verlag | 2020
|