Results 21 to 30 of about 302,038 (201)

Experimental Study on the Force Characteristics of Superlong Pile Groups in Silty Sand

Advances in Civil Engineering, 2022
Laboratory model testing of single pile and superlong pile groups in saturated silty sand was conducted to investigate the response and bearing behavior of superlong pile groups with a high or low cap under vertical loads. The load transfer mechanism and
Yonghui Li, Dinghao Zhang, Yunlong Liu, Lujie Chen   +3 more
doaj   +1 more source

Study on Bearing Capacity of Reinforced Composite Pipe Pile Group in Reclaimed Stratum under Vertical Load

Journal of Marine Science and Engineering, 2023
A new stiffened composite pipe pile was developed for improving the foundation of reclaimed ground in ocean engineering. To study the bearing capacity of the stiffened composite pipe pile group, a combination of field test and finite element method was ...
Xiaohua Bao, Zilong Cheng, Jun Shen, Xiaodong Zhang, Xiangsheng Chen, Hongzhi Cui   +5 more
doaj   +1 more source

Transitivity for height versus speed: To what extent do the under-7s really have a transitive capacity? [PDF]

, 2011
This is the author's accepted manuscript. The final published article is available from the link below. Copyright @ 2011 Psychology Press.Transitive inference underpins many human reasoning competencies.
Hadfield, L, Robertson, S, Wright, BC
core   +1 more source

Evaluating pile foundation design due to groundwater level lowering

CTU Journal of Innovation and Sustainable Development
In Viet Nam, ground subsidence has been occurring at an alarming rate, raising concerns for pile foundation design. This issue is primarily caused by excessive groundwater extraction for water supply, irrigation, aquaculture, and other uses.
Vo Ai Mi Nguyen, Hoang Le, Thi Anh Hong Le, Huu Truong Nguyen   +3 more
doaj   +3 more sources

Experimental study on seismic behavior of nuclear-island pile foundation under cyclic lateral loading

Yantu gongcheng xuebao, 2023
The pile group is the main form of nuclear island structure in non-bedrock site. As the structure of the nuclear island has a large mass, large stiffness and concentrated mass distribution, the piles will have a high axial compression ratio. To study the
LI Bin 1, 2, JING Liping 1, 2, 3, WANG Yougang 4, TU Jian 4, QI Wenhao 1, 2
doaj   +1 more source

Bridge distress caused by approach embankment settlement [PDF]

, 2008
Surtees Bridge, which carries the A66(T) over the River Tees near Thornaby-on-Tees in the UK, has been showing signs of distress that predate its opening in 1981.
Allied Exploration and Geotechnics Limited, Barker R. M., British Geological Survey (BGS), Bullen and Partners, C. A. Jones, C. J. Danilewicz, Casagrande A., D. I. Stewart, Exploration Associates, Hopkins T. C., Lambe T. W., Mcclave J. T., Mindess S., Moore D. S., Moulton L. K., Osterberg J. O., Padfield C. J., Ritchies, Ritchies, Soil Mechanics, Soil Mechanics   +20 more
core   +1 more source

Algebraic Aspects of Abelian Sandpile Models [PDF]

, 1994
The abelian sandpile models feature a finite abelian group G generated by the operators corresponding to particle addition at various sites. We study the canonical decomposition of G as a product of cyclic groups G = Z_{d_1} X Z_{d_2} X Z_{d_3}...X Z_ ...
Armstrong M, Bak P, Cohen H, D -N Verma, D Dhar, Dhar D, Gaveau B, Jacobson N, Janowski S A, P Ruelle, S Sen, Sornette A, Speer E R, Stewart I, Verma D N   +14 more
core   +5 more sources

Study on the Dynamic Response Characteristics and p–y Curve of Straight and Inclined Pile Groups in Saturated Sands

Applied Sciences, 2022
This paper is based on a shaking table test of 2 × 2 straight pile groups and 2 × 2 inclined pile groups in non-liquefied sand and saturated sand with different thicknesses.
Yurun Li, Jian Zhang, Huabin Chen, Dongfeng Qiang, Yongzhi Wang   +4 more
doaj   +1 more source

A Study of Horizontal Displacement of Laterally Loaded Piles using Finite Element Method

Tikrit Journal of Engineering Sciences, 2010
A theoretical approach is used to analyze single pile and pile in group under lateral loading using two programs. The first one used the finite element method for single pile depending on plain strain condition while the second one used the ...
Aram M. Raheem
doaj   +1 more source

Numerical simulation of working characteristics of energy pile group under thermo-mechanical coupling

地质科技通报, 2021
In order to study the working characteristics of energy pile groups, based on the Abaqus finite element simulation, assigns the average temperature of the heat transfer stable stage to the pile body for steady-state thermo-mechanical coupling calculation,
Longlong Dong, Guoxiong Mei, Wenbing Wu, Lixing Wang, Hengfeng Ruan   +4 more
doaj   +1 more source