IMPROVING QUALITY OF 2D ICE LOAD ESTIMATION ON FREEZED PILES by Dmitry Sharapov, Yury Klochkov

“…The paper presents method to calculate horizontal load on the vertical cylindrical pile by using 2D models in vertical and horizontal plane. …”
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Compressive Capacity of Triangular Screw Piles Group Embedded in Soft Clay by Abeer S. Jamill, Hassan O. Abbas

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Model Test of Micro-Pile Group Reinforcing High Steep Landslide by Jinkai Yan, Xueling Liu, Zhichao Zhang, Kemo Jin, Xianzhui Lu

Subjects: “…micro-pile group…”
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Experimental Evaluation of Load Distribution between Piles in Case of Block Failure by Huseyin Suha Aksoy, Aykut Ozpolat

Subjects: “…pile group…”
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Optimizing the thermal performance of energy piles using response surface methodology by Salah Haridy, Khadija Alnaqbi, Ali Radwan, Mohamed G. Arab

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The Influence of the Shaft on the Uplift Capacity of Single-Plate Helical Pile in Clay by Le Wang, Hongzhen Chen, Yinghui Tian

Subjects: “…helical pile…”
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Effect of Stress Level of Surrounding Soil on Bored Pile Capacity in Sand by Kais T. Shlash, Mohammed A. Mahmoud, Saif I. Akoobi

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Effect of the Slenderness Ratio of Piles on Ultimate Lateral Resistance in Sandy Soil by Iman Ali, Saad Abbas, Karim Ibrahim

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The Vertical Behaviors of Dissimilar Pile Composite Foundations over Inclined Bedrock by Yingjie Zhou, Lihua Tan, Zhiliang Yue, Lei Yan, Kaiyu Jiang, Xiaoying Gou

Subjects: “…pile composite foundation…”
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EFFECT OF MUTUAL INTERFERENCE PILES ON SEEPAGE PROPERTIES UNDER HYDRAULIC STRUCTURES by Mohammed H. Rasool

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BEHAVIOR OF MODEL GROUP PILES SUBJECTED TO LATERAL SOIL MOVEMENT IN SAND by Saad Farhan Ibraheem, Mohammed Khachi Hatem

Subjects: “…pile…”
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Bearing Capacity of Closed and Open Ended Pipe Piles in Clayey Soil by Ban S. Hussein, Falah H. Rahil, Mohammed A. Mahmoud

“…This paper investigates the impact of close and open ended condition on the capacity of pipe piles installed in medium clayey soil using pressed or jacked and hammered techniques and tested under the effect of vertical static compression load. 36 experimental model steel pipe piles (18 models for each open and closed ended) introduced and analyzed to clarify the influence of soil plug formation on the behavior of pipe piles.Different parameters are studied such as pile diameters (2.5, 3.5 and 4.1) cm, piles lengths (30, 40 and 50) cm and type of installation methods (pressed and hammered(. …”
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Reliability-based load and resistance factor design model for energy piles by Biao Hu, Quanmei Gong, Yueqiang Zhang, Yihe Yin, Wenjun Chen

“…Abstract Energy piles have been popular globally with functions of both pile foundation and ground source heat pumps. …”
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Numerical Analysis for Ground Subsidence Caused by Extraction Holes of Removed Piles by Shinya Inazumi, Shuichi Kuwahara, Supakij Nontananandh, Apiniti Jotisankasa, Susit Chaiprakaikeow

Subjects: “…existing pile foundation…”
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Underwater Noise Emission Due to Offshore Pile Installation: A Review by Apostolos Tsouvalas

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Numerical Modelling of Various Aspects of Pipe Pile Static Load Test by Michał Baca, Alexander L. Ivannikov, Jarosław Rybak

“…Based on the numerical models developed so far, a new process of static load test modelling has been proposed, which includes the influence of pile installation on the soil in its vicinity and modelling of contact between steel pile and the soil. …”
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The influence of interparticle cohesion on rebounding slow impacts on rubble pile asteroids by Kolja Joeris, Laurent Schönau, Matthias Keulen, Philip Born, Jonathan E. Kollmer

“…Abstract The ballistic sorting effect has been proposed to be a driver behind the observed size sorting on the rubble pile asteroid Itokawa. This effect depends on the inelasticity of slow collisions with granular materials. …”
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Fiber optic monitoring of an anti-slide pile in a retrogressive landslide by Lei Zhang, Honghu Zhu, Heming Han, Bin Shi

Subjects: “…Anti-slide pile…”
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Foundation Piles—A New Feature for Concrete 3D Printers by Marcin Hoffmann, Krzysztof Żarkiewicz, Adam Zieliński, Szymon Skibicki, Łukasz Marchewka

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The Influence of Pile-Beam-Arch Construction on the Stratum and Station Support Structure by Nan Liu, Xiao Tong, Longfei Chang, Yong Lv

“…It is concluded that the formation of the pile-beam-arch is the main part of the supporting structure and that digging the pilot tunnel and the formation of the beam arch are the control factors of surface settlement. …”
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