Works matching DE "PILE anchors (Foundation engineering)"
Results: 52
El Centro 地震波作用下耗能型桩锚结构抗震性能 振动台试验研究.
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- Geotechnical Engineering Technique / Yantu Gongcheng Jishu, 2025, v. 39, n. 1, p. 122, doi. 10.20265/j.cnki.issn.1007-2993.2023-0874
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深基坑开挖对临近建筑物的稳定性分析.
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- Geotechnical Engineering Technique / Yantu Gongcheng Jishu, 2025, v. 39, n. 1, p. 89, doi. 10.20265/j.cnki.issn.1007-2993.2023-0822
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Insights on Pile Cap Construction: An updated detail for caps on single piles offers significant cost savings.
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- Concrete International, 2018, v. 40, n. 6, p. 38
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Analysis of Dynamic Coupling Characteristics of the Slope Reinforced by Sheet Pile Wall.
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- Shock & Vibration, 2017, p. 1, doi. 10.1155/2017/9043518
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A Numerical Study of Load Distribution of Pile Group Foundation by 2D Model.
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- Walailak Journal of Science & Technology, 2016, v. 13, n. 8, p. 669
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Hammer's Impact Force on Pile and Pile's Penetration.
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- Marine Georesources & Geotechnology, 2016, v. 34, n. 5, p. 409, doi. 10.1080/1064119X.2015.1016637
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- Article
Effect of Slope on p-y Curves for Laterally Loaded Piles in Soft Clay.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 3, p. 1509, doi. 10.1007/s10706-017-0405-7
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Effect of Loading Rate on Sand Pile Failure: 2D DEM Simulation.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 2, p. 889, doi. 10.1007/s10706-016-0142-3
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Dynamic Response of Pile Reinforced Soils and Piled Foundations.
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- Geotechnical & Geological Engineering, 2016, v. 34, n. 3, p. 789, doi. 10.1007/s10706-016-0003-0
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Shrinkage Behaviour of GPA-Reinforced Expansive Clay Beds Subjected to Swell-Shrink Cycles.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 3, p. 475, doi. 10.1007/s10706-014-9833-9
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富水砂层深基坑桩锚支护参数对邻近城市道路的影响.
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- Journal of Architecture & Civil Engineering, 2025, v. 42, n. 1, p. 157, doi. 10.19815/j.jace.2023.05102
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可回收桩锚变形影响因素模型试验与数值模拟.
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- China Sciencepaper, 2024, v. 19, n. 6, p. 668
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- Article
Synergism Analysis of Bedding Slope with Piles and Anchor Cable Support under Sine Wave Vehicle Load.
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- Advances in Materials Science & Engineering, 2016, p. 1, doi. 10.1155/2016/5753970
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- Article
The Composite Ground Finite Layer Method and its Application to Pile Foundation Analysis.
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- Latin American Journal of Solids & Structures, 2016, v. 13, n. 13, p. 2393, doi. 10.1590/1679-78252668
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- Article
A Study on Correlation between Safety Factor of Pile-Slope Systems and Seismically Induced Displacements of Pile Groups.
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- Jordan Journal of Civil Engineering, 2015, v. 9, n. 4, p. 445, doi. 10.14525/jjce.9.4.3117
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BEHAVIOR OF HELICAL PILES - AS A GEOENVIRONMENTAL CHOICE - - BY FRUSTUM CONFINING VESSEL.
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- Advances in Science & Technology Research Journal, 2016, v. 10, n. 31, p. 8, doi. 10.12913/22998624/64113
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Supporting Mechanism of Pile-Anchor Systems for Deep Foundation Pits in Alpine Regions during the Spring Thaw.
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- Geofluids, 2023, p. 1, doi. 10.1155/2023/6445995
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- Article
Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading.
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- Advances in Civil Engineering, 2018, p. 1, doi. 10.1155/2018/6817362
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- Article
Time-domain solution for transient dynamic response of a large-diameter thin-walled pipe pile.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 239, doi. 10.1007/s11803-015-0020-7
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Seismic performance assessment of pile-supported wharves retrofitted by carbon fibre--reinforced polymer composite considering ageing effect.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 581, doi. 10.1177/1369433216630187
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Optimum design of pile cap considering minimization of environmental impacts.
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- REM - International Engineering Journal, 2024, v. 77, n. 1, p. 9, doi. 10.1590/0370-44672022770056
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Displacement analysis and numerical simulation of pile-anchor retaining structure in deep foundation pit.
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- Journal of Measurements in Engineering, 2024, v. 12, n. 1, p. 124, doi. 10.21595/jme.2023.23635
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DEVELOPMENT OF VBA FOR ASSESSMENT OF PRACTICAL ALLOW ABLE PILE CAPACITY.
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- ESTEEM, 2015, v. 11, n. 1, p. 57
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Bearing capacity of pile groups under vertical eccentric load.
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- Acta Geotechnica, 2019, v. 14, n. 1, p. 193, doi. 10.1007/s11440-018-0646-5
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Effects of soil nonlinearity on the active length of piles embedded in cohesionless soil: model studies.
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- Acta Geotechnica, 2014, v. 9, n. 3, p. 455, doi. 10.1007/s11440-013-0257-0
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Comparison of two different models for pile thermal response test interpretation.
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- Acta Geotechnica, 2014, v. 9, n. 3, p. 367, doi. 10.1007/s11440-014-0306-3
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Influence of geocell reinforcement on uplift response of belled piles.
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- Acta Geotechnica, 2014, v. 9, n. 3, p. 513, doi. 10.1007/s11440-013-0300-1
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The dilatant behaviour of sand-pile interface subjected to loading and stress relief.
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- Acta Geotechnica, 2014, v. 9, n. 3, p. 425, doi. 10.1007/s11440-013-0216-9
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Towards a secure basis for the design of geothermal piles.
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- Acta Geotechnica, 2014, v. 9, n. 3, p. 355, doi. 10.1007/s11440-013-0245-4
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A modified analytical solution of soil stress distribution for XCC pile foundations.
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- Acta Geotechnica, 2014, v. 9, n. 3, p. 529, doi. 10.1007/s11440-013-0280-1
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Study of static lateral behavior of battered pile group foundation at I-10 Twin Span Bridge using three-dimensional finite element modeling.
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- Canadian Geotechnical Journal, 2016, v. 53, n. 6, p. 962, doi. 10.1139/cgj-2015-0345
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Isotopically enriched ammonium shows high nitrogen turnover in the pile top zone of dairy manure compost.
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- Biogeosciences Discussions, 2015, v. 12, n. 19, p. 7577, doi. 10.5194/bgd-12-7577-2015
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Multiple criteria selection of pile-column construction technology.
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- Journal of Civil Engineering & Management, 2012, v. 18, n. 6, p. 834, doi. 10.3846/13923730.2012.744537
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On the understanding of cyclic interaction mechanisms in an energy pile group.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2016, v. 40, n. 1, p. 3, doi. 10.1002/nag.2382
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PERFORMANCE OF A SINGLE PILE UNDER COMBINED AXIAL AND LATERAL LOADS IN LAYERED SANDY SOIL.
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- Journal of Engineering & Sustainable Development, 2018, v. 22, n. 1, p. 121
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The Impact of Different Excavation Support Structures on the Deformation and Stability of Adjacent Station and Tunnels.
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- Buildings (2075-5309), 2025, v. 15, n. 3, p. 493, doi. 10.3390/buildings15030493
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Centrifugal Model Test of Multi-Level Slope under Combined Support of Pile-Anchor and Frame-Anchor.
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- Buildings (2075-5309), 2024, v. 14, n. 9, p. 2680, doi. 10.3390/buildings14092680
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Research on the Dynamic Response of a Slope Reinforced by a Pile-Anchor Structure under Seismic Loading.
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- Buildings (2075-5309), 2023, v. 13, n. 10, p. 2500, doi. 10.3390/buildings13102500
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Observed deformation characteristics of a deep excavation for the spring area in Jinan, China.
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- Journal of Mountain Science, 2017, v. 14, n. 3, p. 581, doi. 10.1007/s11629-016-4038-8
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Interaction of a pile with layered-soil under vertical excitations: field experiments versus numerical simulations.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 9, p. 3529, doi. 10.1007/s10518-017-0099-5
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- Article
Selection of Pile Foundation Systems:An Integrated Multi-Criteria Decision Making.
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- Dicle University Journal of Engineering / Dicle Üniversitesi Mühendislik Dergisi, 2021, v. 12, n. 1, p. 133, doi. 10.24012/dumf.740120
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Numerical Study on the Effect and Mechanism of Supporting Pile Equivalent Calculation Methods in Pile–Anchor Support System.
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- Applied Sciences (2076-3417), 2023, v. 13, n. 20, p. 11144, doi. 10.3390/app132011144
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Spatial Deformation Calculation and Parameter Analysis of Pile–Anchor Retaining Structure.
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- Applied Sciences (2076-3417), 2023, v. 13, n. 11, p. 6637, doi. 10.3390/app13116637
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Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques.
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- Sensors (14248220), 2017, v. 17, n. 11, p. 2443, doi. 10.3390/s17112443
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Calculation of Anti-Landslide Structures for Seismic Impacts.
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- Soil Mechanics & Foundation Engineering, 2024, v. 61, n. 5, p. 403, doi. 10.1007/s11204-024-09990-8
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- Article
Influence of "Pile-Rocky Massif" Contact on Pile Settlement.
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- Soil Mechanics & Foundation Engineering, 2018, v. 55, n. 4, p. 209, doi. 10.1007/s11204-018-9527-z
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- Article
Analysis of the Response of Pile Groups Considering Pile-Cap-Soil Interaction in Layered Soil.
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- Soil Mechanics & Foundation Engineering, 2018, v. 55, n. 2, p. 87, doi. 10.1007/s11204-018-9508-2
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Mechanism of Downdrag for Floating H-Pile Subjected to Surcharge.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 2, p. 110, doi. 10.1007/s11204-017-9442-8
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Analysis of Combined Pile Foundations Exposed to Horizontal Load and Bending Moment.
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- Soil Mechanics & Foundation Engineering, 2015, v. 52, n. 4, p. 225, doi. 10.1007/s11204-015-9332-x
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- Article
岩溶地层长锚索穿越溶洞 锚固力计算方法研究.
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- Journal of Railway Science & Engineering, 2023, v. 20, n. 2, p. 641, doi. 10.19713/j.cnki.43-1423/u.T20220352
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- Article