Hyperbolic stress-strain behaviour of sandy soil under plane strain unloading condition and its application on predicting displacement-dependent active earth …

L Liang, C Xu, X Fan, Q Chen - Computers and Geotechnics, 2023 - Elsevier
This study investigates the displacement-dependent lateral earth pressure of sandy soil in
active state. 3D DEM numerical simulations of plane strain unloading test (unloading in the …

A Simplified Method for Seismic Behavior of Retaining Walls with Strip Load on the Backfill

AP Singh, P Ghosh - International Journal of Geomechanics, 2024 - ascelibrary.org
A retaining wall is generally provided to protect the unsupported soil mass. For designing
the retaining walls, pseudostatic methods are well established for the computation of soil …

Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method

Y Tian, D Lu, Y Yao, X Du, Y Gao - International Journal of …, 2022 - ascelibrary.org
The existence of soil anisotropy makes the strength and deformation of the ground
dependent on the loading direction, which should be considered in some geotechnical …

[HTML][HTML] New displacement method for free embedded cantilever walls in sand

M Hamderi - Applied Sciences, 2024 - mdpi.com
In the current literature, there is no practical formula to calculate the horizontal displacement
of cantilever walls. To fill this gap, in the present study, eight formulae for the estimation of …

Finite element-based py curves in sand

M Hamderi - Arabian Journal for Science and Engineering, 2023 - Springer
Py curves are used in the prediction of non-linear soil resistance resulting from the
horizontal pile movement. Many of the py curves have been developed in the 1970s for the …

Estimation of horizontal displacements for geosynthetic reinforced soil wall

E Guler, M Hamderi - E3S Web of Conferences, 2023 - e3s-conferences.org
Nowadays, the geotechnical design trend is increasingly heading towards the serviceability
limit state. However, the current practice in the design of geosynthetic reinforced soil (GRS) …

[HTML][HTML] A Method for Computing Slip-Line Fields with Stress Discontinuity in Cohesionless Backfills

Y Yang, H Li, Z Meng, H Wang - Buildings, 2023 - mdpi.com
A method for computing slip-line fields in the case of cohesionless backfills with stress
discontinuity was proposed. The potential failure zone is divided into the Rankine zone and …

Açısal dönme tabanlı aktif ve pasif toprak itkisi

M Hamderi - Dicle Üniversitesi Mühendislik Fakültesi Mühendislik …, 2023 - dergipark.org.tr
Konsol istinat duvarlarında oluşan aktif ve pasif itki duvarın dönme ve yer değiştirmesi ile
yakından ilgilidir. Klasik zemin mekaniği çerçevesinde yapılan hesaplarda duvarın yeteri …

[PDF][PDF] Kum zeminde py eğrileri için yeni bir yöntem

M Hamderi - 2023 - 9geoteknik.org
Py eğrileri yatay kuvvetlere maruz kazıkların zeminin verdiği tepkiyi hesaplamak için
kullanılırlar. Birçok py eğrisi 1970 yıllarında, petrol şirketlerinin okyanuslar üzerine kurduğu …

[引用][C] 刚性挡土墙后轻量土静止土压力特性模型试验研究

侯天顺, 张建成, 舒博 - 岩土工程学报, 2024