Modeling Dynamics of Laterally Impacted Piles in Gravel Using Erosion Method by Tewodros Y. Yosef, Ronald K. Faller, Chen Fang, Seunghee Kim

Subjects: “…dynamic pile–soil interaction…”
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Correction Factor for Methods of Installation of Piles Group in Sandy Iraqi Soils by A’amal Abdul Ghani Al-Saidi

“…Many problems are facing the installation of piles group in laboratory testing and the errors in results of load and settlement are measured experimentally may be happened due to select inadequate method of installation of piles group. …”
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Arid AREAS Water-Piled Photovoltaic Prevents Evaporation Effects Research by Jiamin Huang, Kebin Shi, Xingpeng Shi, Guocheng Hao, Yimin Yang

“…The evaporation inhibition rate of water-piled PV at different times of the year is derived from the anti-evaporation test of water-piled PV, and a new idea is proposed for water conservation in plains reservoirs in arid areas. (2) Methods: The test was conducted by dividing the area into groups A and B, with and without PV panel shading. …”
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Forecasting the Capacity of Open-Ended Pipe Piles Using Machine Learning by Baturalp Ozturk, Antonio Kodsy, Magued Iskander

“…Pile design is an essential component of geotechnical engineering practice, and pipe piles, in particular, are increasingly being used for the support of a variety of infrastructure projects. …”
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INVESTIGATION ON THE USE OF MICROPILES FOR SUBSTITUTION OF DEFECTED PILES BY THE FINITE ELEMENT METHOD by Mohammed Y. Fattah, Yousif J. Al –Shakarchi, Yasser M. Kadhim

“… Micropiles are small diameter, cast in – place or grouted piles with steel pipes of (50 to 300 mm) diameters and driven by boring machine. …”
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Experimental Study of Enlarged Base Pile under Tension Load in Sand by Ahmed nasr, Wasiem Azzam, Ahmed abd Elgwad

Subjects: “…enlarged base pile…”
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A Research of Pulse Source for EFT Test of Electrical Vehicle Piles by Linjing Fan, Zhengxiang Huang, Rongzhong Liu, Xuchao Pan, Xudong Zu

“…This pulse source could be used to test the sensitivity of electric vehicle (EV) piles under electrical fast transient (EFT) interference. …”
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Theoretical and Experimental Investigations of the Second Serve of Root Crop Pile Components by Baranovsky Viktor, Jobbágy Ján, Marynenko Serhii, Pankiv Maria, Komar Roman

“…The purpose of the work was improvement of the process of mechanized digging of fodder beets by an adapted digging-transport combined working body based on analytical and empirical research of the second feeds of constituent components of the dug pile of root crops. Based on the results of experimental studies, empirical regression equations were developed, which functionally describe the change in the second supply of the excavated components of the pile of root crops, depending on the speed of the root-harvesting machine and the rotation frequency of the drive shaft of the adapted digging-transport combined working body. …”
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Experimental Study on the Flexural Behavior of Connected Precast Concrete Square Piles by Zhongji Dong, Faning Dang, Jun Gao

“…Part of deep foundation pit support engineering needs to select connected precast concrete square piles (CPCSPs). Under the premise that the quality of precast concrete square piles (PCSPs) meets engineering requirements, the quality of CPCSPs becomes the key factor to ensure the safety of foundation pit support structures. …”
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Reducing Settlement Using Piled Raft for Neighboring Foundations in Port-Said

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Numerical Assessment of Pipe Pile Axial Response under Seismic Excitation by Duaa Al-Jeznawi, Ismacahyadi B. Mohamed Jais, Bushra S. Albusoda, Norazlan Khalid

“…The pipe pile was represented as a simple elastic, and a modified Mohr-Coulomb model was used to describe the surrounding soil layers. …”
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Location of Electric Vehicle Charging Piles Based on Set Coverage Model by Yingying Liang, Xiangyun Fei, Jianlu Li, Xiao He, He Gu

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Effect of Mineral Admixtures on the Sulfate Resistance of High-Strength Piles Mortar by Yanyan Hu, Linlin Ma, Tingshu He

“…Pre-stressed high-strength concrete piles (PHCP) are widely used in the building industry in China. …”
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In-pile performance of end plug with different structure for SiC cladding by Huifang Yue, Shichao Liu, Yong Xin, Yuanming Li, Ping Chen, Xi Qiu

“…The in-pile performance of SiC cladding with different kinds of end plug were studied. …”
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Modeling of Large Diameter Piles in Soil Formations Including Soft Clay by Nour Aboshita, Tarek Salem, khaled abdelatty

Subjects: “…large diameter piles…”
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Research on Lateral Bearing Behavior of Spliced Helical Piles with the SPH Method by Guofeng Ren, Yuxing Wang, Yanqin Tang, Qingxu Zhao, Zhiguo Qiu, Wenhui Luo, Zilong Ye

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Load-settlement Behavior of Steel Piles in Different Sandy Soil Configurations by Soran Jabbar Hama Salih, Nihad Bahaaldeen Salih, Dhiaadin Bahaaldeen Noory, Zozk Kawa Abdalqadir

Subjects: “…Pile Bearing Capacity, Sand Density, H-pile, Square pile, Pile length.…”
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Irreversible evolution of dislocation pile-ups during cyclic microcantilever bending by Dávid Ugi, Kolja Zoller, Kolos Lukács, Zsolt Fogarassy, István Groma, Szilvia Kalácska, Katrin Schulz, Péter Dusán Ispánovity

“…We find that dislocation pile-ups form around the neutral zone during initial bending, however, these do not dissolve upon reversed loading, rather they contribute to the development of a much more complex GND dominated microstructure. …”
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Horizontal Vibration Characteristics of a Tapered Pile in Arbitrarily Layered Soil by Xiaoyan Yang, Guosheng Jiang, Hao Liu, Wenbing Wu, Guoxiong Mei, Zijian Yang

Subjects: “…tapered pile…”
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The results of experimental studies of the working body of the loader pile of fodder crops by Razzakav T.X., Toshtemirov S.J., Kiyamov A.Z.

“…The schemes of dependence of the coefficient of uneven leveling of the pile on the feed rate of the material and the speed of rotation of the drum, the dependence of uneven leveling on the length of the finger and the gap between them, the dependence of uneven leveling on the diameter of the drum and the number of rakes and the dependence of uneven leveling on the angle of the fingers and the thickness of the layer of the pile, as well as the influence of kinematic, structural and technological parameters of the working body are presented on the quality of leveling the pile.…”
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