Behaviour of pile-anchor reinforced landslides under varying water level, rainfall, and thrust load: Insight from physical modelling

C Wang, H Wang, W Qin, S Wei, H Tian, K Fang - Engineering Geology, 2023 - Elsevier
The stability of landslides in reservoir areas is significantly influenced by water level
fluctuations and seasonal precipitation events. To mitigate these landslides, a pile-anchor …

Dynamic response of anchored sheet pile wall under ground motion: analytical model with experimental validation

HL Qu, H Luo, HG Hu, HY Jia, DY Zhang - Soil Dynamics and Earthquake …, 2018 - Elsevier
Anchored stabilizing pile is a typical earthquake-resistant structure in reinforced slope with
advantages of safety, reliability and low cost. It demonstrated excellent seismic performance …

Experimental and numerical studies on the behavior and retaining mechanism of anchored stabilizing piles in landslides

C Wang, H Wang, W Qin, H Tian - Bulletin of Engineering Geology and the …, 2021 - Springer
Anchored stabilizing piles (ASPs) are now extensively applied as an effective method in
landslide treatment, but systematic studies ASPs in landslides are still lacking. The behavior …

Behaviour of sheet pile wall on sloping ground for strip footing as surcharge with coir geotextile reinforced backfill soil

A Debnath, S Debnath, SK Pal - Multiscale and multidisciplinary modeling …, 2024 - Springer
Sheet pile walls are driven into the ground surface to create a barrier that can withstand
lateral earth pressure, hydrostatic pressures and additional pressure from surcharge loads …

Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall

H Hu, Y Huang, Y Bao, W Wang - Soil Dynamics and Earthquake …, 2024 - Elsevier
The pile-anchor structure is widely used in slope/landslide reinforcement, and is also
applicable to debris flow and rockfall barriers in mountainous areas. However, the impact …

Shaking table test on seismic response of an accumulation landslide reinforced by pile-plate retaining wall based on the time-frequency analysis method

J Lian, X Ding, L Zhang - Journal of Central South University, 2023 - Springer
The time-frequency analysis method based on Hilbert-Huang transform is proposed and
used to the seismic response analysis of accumulation landslide reinforced by pile-plate …

Field testing and numerical analysis on performance of anchored sheet pile quay wall with separate pile-supported platform

H Tan, Z Jiao, J Chen - Marine Structures, 2018 - Elsevier
The anchored sheet pile quay wall with a separate pile-supported platform was invented to
meet the functional and serviceable requirements of engineering practice, including the …

Experimental study on seismic response characteristics of liquefiable soil layers

M Adampira, M Derakhshandi… - Journal of Earthquake …, 2021 - Taylor & Francis
This study evaluates the effect of excess pore water pressure (EPWP) in liquefiable sand
sub-layers on the seismic response of the soil profile. A series of shaking table tests were …

Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures

W Zhao, C Du, L Sun, X Chen - Engineering Geology, 2019 - Elsevier
To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field
measurement was carried out during excavating and backfilling construction. The total …

Investigation on behavior of anchored sheet pile quay wall improved by cement-soil: Centrifuge and numerical modelling

S Chen, Y Guan, J Dai - Ocean Engineering, 2023 - Elsevier
By using the centrifuge test and three-dimensional (3-D) finite element (FE) simulation with
an advanced soil constitutive model, this study investigated the suitability and reinforcement …