Analysis of lateral bearing behavior and reliability for flexible monopiles in spatially variable sandy soils
|更新时间:2025-06-24
|
Analysis of lateral bearing behavior and reliability for flexible monopiles in spatially variable sandy soils
“In the field of geotechnical engineering, experts use stochastic finite element method to systematically study the influence of spatial variability of internal friction angle in sandy soil on the horizontal bearing capacity characteristics and failure probability of pile foundations, providing solutions to improve the safety of pile foundation design.”
Journal of Civil and Environmental EngineeringPages: 1-11(2025)
作者机构:
1.青海省交通建设管理有限公司,西宁 810021
2.重庆大学 土木工程学院,重庆 400045
作者简介:
TONG Yagang (1980- ), senior engineer, main research interests: geotechnical engineering and highway engineering management, E-mail: 9183734@qq.com.
YI Jiangtao , professor, doctorial supervisor, E-mail: yijt@foxmail.com.
基金信息:
Qinghai Province Key Research and Transformation Program(2025-GX-147);Qinghai Province Transportation Construction Management Co., Ltd. Research Project(JJ-2023-00983);Natural Science Foundation of Chongqing(CSTB2022NSCQ-MSX1288)
TONG Yagang,ZHANG Yunfei,WANG Chendi,et al.Analysis of lateral bearing behavior and reliability for flexible monopiles in spatially variable sandy soils[J].Journal of Civil and Environmental Engineering,
TONG Yagang,ZHANG Yunfei,WANG Chendi,et al.Analysis of lateral bearing behavior and reliability for flexible monopiles in spatially variable sandy soils[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.056.
Analysis of lateral bearing behavior and reliability for flexible monopiles in spatially variable sandy soils