关注
Fahim Mashroor Bhuiyan
Fahim Mashroor Bhuiyan
Transportation Engineer (Civil), OGDPP, California Department of Transportation
在 dot.ca.gov 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
Evaluation of a unified py method for lateral analysis of large-diameter drilled shafts using NVShaft
FM Bhuiyan, R Motamed, RV Siddharthan, DH Sanders
Transportation Geotechnics 36, 100813, 2022
72022
Evaluation of Existing t-z Models for Caliche based on Numerical Analysis of Bi-directional Load Tests using NVShaft
FM Bhuiyan, J Toth, R Siddharthan, Raj V. and Motamed
DFI 46th Annual Conference on Deep Foundations, 2021, 21-31, 2021
62021
Evaluation of a New p-y Analysis Tool for Lateral Analysis of Drilled Shafts using Load Tests in Nevada
FM Bhuiyan, RV Siddharthan, DH Motamed, Ramin and Sanders
DFI 45th Annual Conference on Deep Foundations, 2020, 303-312, 2020
62020
Evaluation of existing py models for caliche based on numerical analysis of Raiders Stadium lateral load tests
FM Bhuiyan, RV Siddharthan, R Motamed
DFI 47th Annual Conference on Deep Foundations, 4-7, 2022
52022
Evaluation of a Semi-Empirical p-y Model for Caliche Material Based on Numerical Simulations of Field Load Tests in Cemented Soils
FM Bhuiyan, R Motamed, RV Siddharthan
Geo-Congress 2023, 163-174, 0
2
Lateral Analysis Guidelines for Drilled Shafts in Nevada Based on LRFD Framework
R Motamed, RV Siddharthan, D Sanders, FM Bhuiyan
Nevada Department of Transportation, 2022
12022
Simulation of a Large-scale Shake Table Test Using PM4Sand Plasticity Model to Study Liquefaction-induced Response
FM Bhuiyan, R Motamed
DFI 48th Annual Conference on Deep Foundations, 524-535, 2023
2023
Development of a New Load Analysis Tool and a Unified py Method for Lateral Analysis of Large-Diameter Drilled Shafts Validated Using Load Tests
FM Bhuiyan
University of Nevada, Reno, 2022
2022
An Analytical Approach to Determine Point-of-Fixity of Deep Foundation Utilizing Nonlinear Response from p-y Analysis
FM Bhuiyan, R Motamed, RV Siddharthan
Geo-Congress 2024, 87-96, 0
Numerical investigation of diameter effect on lateral responses of deep foundations: Para-metric study based on field load tests
FM Bhuiyan, R Motamed, RV Siddharthan
系统目前无法执行此操作,请稍后再试。
文章 1–10