Effects of physical modeling boundary conditions on the responses of 3× 3 pile groups to liquefaction induced lateral spreading
In this research, 1 g shake table experiments were conducted to evaluate the effects of
boundary conditions on the responses of a 3× 3 pile group to liquefaction-induced lateral …
boundary conditions on the responses of a 3× 3 pile group to liquefaction-induced lateral …
Effectiveness of a vertical micropile system in mitigating the liquefaction-induced lateral spreading effects on pile foundations: 1 g large-scale shake table tests
Liquefaction-induced lateral spreading has caused severe damages to pile foundations
during past earthquakes. Micropiles can be used as a mitigation strategy against lateral …
during past earthquakes. Micropiles can be used as a mitigation strategy against lateral …
The role of geotechnical engineering in sustainable and resilient cities
SM Haeri - Scientia Iranica, 2016 - scientiairanica.sharif.edu
Geotechnical engineering is a fundamental subject in civil and environmental engineering
that engineers are required to refer to when any type of retro tting, design or construction of …
that engineers are required to refer to when any type of retro tting, design or construction of …
Effects of liquefaction-induced lateral spreading on a 3× 3 pile group using 1g shake table and laminar shear box
SM Haeri, M Rajabigol, S Salaripour… - … for Protection and …, 2019 - taylorfrancis.com
Liquefaction-induced lateral spreading has imposed severe damages to deep foundations
of bridges and buildings. Despite several field and laboratory studies performed over the …
of bridges and buildings. Despite several field and laboratory studies performed over the …
液化微倾场地群桩-土动力相互作用py曲线特性
崔杰， 张征， 唐亮， 凌贤长， 满孝峰， 司盼 - 地震工程与工程振动, 2021 - pubs.cstam.org.cn
基于OpenSees 计算软件建立液化微倾场地群桩-土动力相互作用有限元模型,
分析液化微倾场地饱和砂土py 曲线特性, 系统研究了场地倾斜角度, 桩径, 地震作用幅值和基桩 …
分析液化微倾场地饱和砂土py 曲线特性, 系统研究了场地倾斜角度, 桩径, 地震作用幅值和基桩 …
[PDF][PDF] 3-Dimensional Numerical Modelling of Pile Group Response to Liquefaction-induced Lateral Spreading
A Kavand, AS Meibodi - Amirkabir Journal of Civil Engineering, 2020 - ceej.aut.ac.ir
In this paper, a 3D coupled soil-water finite element analysis is undertaken to simulate the
behavior of a pile group subjected to liquefaction-induced lateral spreading. The results …
behavior of a pile group subjected to liquefaction-induced lateral spreading. The results …
1g Modelling of Lateral Deformation of 2× 2 Short Pile Group Foundations in Liquefied Sand.
The earthquake that occurred in Palu-Sulawesi Indonesia in 2018 has caused many
problems to infrastructure buildings. One of the impacts of the earthquake was the reduction …
problems to infrastructure buildings. One of the impacts of the earthquake was the reduction …
Different Aspects of the Effects of Liquefaction-Induced Lateral Spreading on Piles, Physical Modelling
SM Haeri - Conference on Performance-based Design in …, 2022 - Springer
Devastating pile failures due to liquefaction induced lateral spreading during or after major
earthquakes in gently sloping ground or level grounds with free end, especially the pile …
earthquakes in gently sloping ground or level grounds with free end, especially the pile …
مدلسازی عددی سه بعدی پاسخ گروه شمع در برابر گسترش جانبی ناشی از روانگرایی
کاوند, صادقی میبدی - نشریه مهندسی عمران امیرکبیر, 2020 - ceej.aut.ac.ir
در این مقاله رفتار گروه شمع در برابر گسترش جانبی ناشی از روانگرایی با استفاده از تحلیل
المان محدود سه‌بعدی همبسته خاک-آب بررسی شده است. به منظور صحت سنجی مدل عددی، از نتایج یک …
المان محدود سه‌بعدی همبسته خاک-آب بررسی شده است. به منظور صحت سنجی مدل عددی، از نتایج یک …