Results 21 to 30 of about 43,326 (298)

The Effects of Branch Spacing and Number on the Uplift Bearing Capacity of a New Squeezed Multiple-Branch Pile: A Numerical Simulation Analysis

Modelling and Simulation in Engineering, 2023
The squeezed multiple-branch pile is a variable section pile that was built by adding a bearing branch cavity to a constant section pile using expansion and extrusion equipment.
Qingqing Su, Hongbing Xia, Kunming Wu, Fulian Yang   +3 more
doaj   +1 more source

Predicting scour depth around non-uniformly spaced pile groups [PDF]

, 2014
Pile scour may cause instability to the structures they support. Ensuring a safe and economically sound design is essential for the wider community.
Etemad-Shahidi, A., Howard, S.
core   +1 more source

Numerical modelling of perimeter pile groups in clay [PDF]

, 2013
The load distribution among piles in a group varies such that the inner piles often carry a smaller share of the total load compared to the outer piles, which is a result of increased soil–pile interaction.
A.V. Rose, Burland J.B., Feld J., M.H. El Naggar, O'Neill M.W., R.N. Taylor   +5 more
core   +1 more source

Seepage and pore pressures around contiguous pile retaining walls [PDF]

, 2016
Diaphragm and bored pile retaining walls are often used for the construction of basements, metro station boxes and cut-and-cover tunnels in urban areas.
Powrie, W., Richards, D.J., Wiggan, C.A.
core   +1 more source

Assessment of Earth Retaining Performance for Long-Short Piles Composite Structures from Field Experiments and Numerical Analysis

Buildings, 2022
Retaining pile structure is commonly utilized in excavation maintenance design. In recent years, the long-short combined retaining piles have received more and more attention.
Huailong Zhu, Bitang Zhu, Changjie Xu, Wei Liu, Dongdong Guo   +4 more
doaj   +1 more source

Newmark sliding block model for pile-reinforced slopes under earthquake loading [PDF]

, 2015
Recent studies have demonstrated that the use of a discretely-spaced row of piles can be effective in reducing the deformations of slopes in earthquakes.
Al-Defae, A. H., Knappett, J. A.
core   +2 more sources

Numerical Analysis of the Factors Affecting the Anti-Slide Pile Design

Engineering Transactions, 2017
The use of anti-slide piles is one of the most important landslide remediation methods, and it is widely used in practical engineering. Anti-slide pile design elements include pile plane position and spacing, the anchorage depth, and pile cross-sectional
Yi TANG, Qiang XIE, Wenjin GOU, Renfeng WAN, Liang LI   +4 more
doaj   +1 more source

Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation

Renmin Zhujiang, 2021
In order to study the influence of anti-slide pile layout on the anti-slide stability of the embankment reconstruction work on soft soil foundation,taking the Xindian section of Fenghua River embankment in Ningbo as the research object,this paper ...
YU Minlin
doaj  

Prediction of vertical bearing capacity of waveform micropile [PDF]

, 2019
This study proposes a predictive equation for bearing capacity considering the behaviour characteristics of a waveform micropile that can enhance the bearing capacity of a conventional micropile.
Han, J.-T., Jang, Y.-E., Kim, Byungmin, Wang, C   +3 more
core   +1 more source

Influence of Pile Spacing on the Compressive Bearing Performance of CEP Groups

Buildings
Pile spacing is an important factor affecting the bearing capacity of concrete expansion pile (CEP) groups. In this study, a pile group was simulated and analyzed using ANSYS software R19.0.
Yongmei Qian, Qingzhi Cao, Yang Yang, Da Teng, Tingting Zhou   +4 more
doaj   +1 more source