Author:
Zhang Ruiliang,Xue Xinhua
Publisher
Springer Science and Business Media LLC
Reference83 articles.
1. Abu-Hejleh N, Attwooll WJ (2005) Colorado’s axial load tests on drilled shafts socketed in weak rocks: synthesis and future needs. Technical report no. CDOT-DTD-R-2005–4. Colorado Department of Transportation
2. Abu-Hejleh NM, O’Neill MW, Hanneman D, Attwooll WJ (2003) Improvement of the geotechnical axial design methodology for Colorado’s drilled shafts socketed in weak rocks. Transp Res Rec J Transp Res Board 1936:100–107
3. Amjad M, Ahmad I, Ahmad M, Wróblewski P, Kamiński P, Amjad U (2022) Prediction of pile bearing capacity using XGBoost algorithm: modeling and performance evaluation. Appl Sci 12:2126
4. Armaghani DJ, Harandizadeh H, Momeni E, Maizir H, Zhou J (2022) An optimized system of GMDH-ANFIS predictive model by ICA for estimating pile bearing capacity. Artif Intell Rev 55:2313–2350
5. Arthur CK, Temeng VA, Ziggah YY (2020) Multivariate adaptive regression splines (MARS) approach to blast-induced ground vibration prediction. Int J Min Reclam Environ 34:198–222