双排 PHC 预制管桩门架在基坑支护中的应用研究—以上海市某项目为例.
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- Urbanism & Architecture / Chengshi Jianzhu, 2025, v. 22, n. 497, p. 203, doi. 10.19892/j.cnki.csjz.2025.12.51
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Works matching DE "PILES %26 pile driving"
Results: 1204
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Developing an explainable artificial intelligent (XAI) model for predicting pile driving vibrations in Bangkok's subsoil.
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- Neural Computing & Applications, 2025, v. 37, n. 18, p. 12881, doi. 10.1007/s00521-025-11203-8
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3
不规则布置塔吊基础桩桩顶作用效应计算方法.
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- Geotechnical Engineering Technique / Yantu Gongcheng Jishu, 2025, v. 39, n. 3, p. 347, doi. 10.20265/j.cnki.issn.1007-2993.2024-0199
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Small-scale testing of water-saturated wooden discs for determining the strength properties of timber foundation piles.
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- Wood Material Science & Engineering, 2025, v. 20, n. 3, p. 734, doi. 10.1080/17480272.2024.2426070
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Assessing the impact of the pile-driven signal on the selected marine species from Indian waters.
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- Current Science (00113891), 2025, v. 128, n. 10, p. 1012, doi. 10.18520/cs/v128/i10/1012-1018
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6
An Elastoplastic Model to Simulate Pile Installation and Setup in Clay Soils.
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- Geotechnical & Geological Engineering, 2024, v. 42, n. 5, p. 3027, doi. 10.1007/s10706-023-02715-y
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7
Evaluation of Pile Driving Effects on Slope Stability in Clay.
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- Geotechnical & Geological Engineering, 2024, v. 42, n. 3, p. 1623, doi. 10.1007/s10706-023-02636-w
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8
Lateral Response Evaluation of Existing Pile by Adjacent Pile Driving in Claye Slope.
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- Geotechnical & Geological Engineering, 2024, v. 42, n. 2, p. 1313, doi. 10.1007/s10706-023-02620-4
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9
Effect of Pile Driving on Ground Vibration in Clay Soil: Numerical and Experimental Study.
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- Geotechnical & Geological Engineering, 2022, v. 40, n. 4, p. 2051, doi. 10.1007/s10706-021-02010-8
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10
Analysis of Construction Impact of a Large Diameter Shield Tunneling Side-Crossing Viaduct Pile Foundations in Short Distance.
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- Geotechnical & Geological Engineering, 2021, v. 39, n. 8, p. 5587, doi. 10.1007/s10706-021-01846-4
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Study on the JH-2 Model Parameters for Metro Shield Cutting Reinforced Concrete Pile.
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- Geotechnical & Geological Engineering, 2021, v. 39, n. 7, p. 5267, doi. 10.1007/s10706-021-01830-y
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Field test research on post-grouting effect for super-long cast-in-place bored pile in thick soft foundation.
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- Geotechnical & Geological Engineering, 2021, v. 39, n. 7, p. 4833, doi. 10.1007/s10706-021-01796-x
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13
Combination of Power Function and Log-Linear Models to Estimate Pile Setup.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 5, p. 3235, doi. 10.1007/s10706-018-0534-7
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14
Numerical Study on Buckling of End-Bearing Piles in Soft Soil Subjected to Axial Loads.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 5, p. 3183, doi. 10.1007/s10706-018-0529-4
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15
Numerical Analysis of Pile-Soil-Pile Interaction in Pile Groups with Batter Piles.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 4, p. 2189, doi. 10.1007/s10706-018-0456-4
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Numerical ANFIS-Based Formulation for Prediction of the Ultimate Axial Load Bearing Capacity of Piles Through CPT Data.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 4, p. 2057, doi. 10.1007/s10706-018-0445-7
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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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18
Pseudostatic Seismic Response Analysis of a Pile Group in a Soil Slope.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 2, p. 855, doi. 10.1007/s10706-017-0360-3
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19
Numerical Evaluation of Pile Response Under Combined Lateral and Axial Loading.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 2, p. 793, doi. 10.1007/s10706-017-0354-1
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20
Experimental Investigation on the Movement of Soil and Piles in Transparent Granular Soils.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 2, p. 783, doi. 10.1007/s10706-017-0353-2
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21
A Three Dimensional Comparative Study of Seismic Behaviour of Vertical and Batter Pile Groups.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 2, p. 763, doi. 10.1007/s10706-017-0352-3
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22
Comparing the Response of Static Loading Tests on Two Model Pile Groups in Soft Clay.
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- Geotechnical & Geological Engineering, 2018, v. 36, n. 1, p. 13, doi. 10.1007/s10706-017-0298-5
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23
Critical Review of the Hypervib1 Model to Assess Pile Vibro-Drivability.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 5, p. 1933, doi. 10.1007/s10706-017-0218-8
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24
Construction of 8.0-m Diameter Rock-Socketed Piles in a Large-Scale Deep Excavation.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 5, p. 2455, doi. 10.1007/s10706-017-0229-5
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25
Soil Deformations During Casing Jacking and Extraction of Expanded-Shoe Piles, Using Model Tests.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 2, p. 809, doi. 10.1007/s10706-016-0145-0
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26
Discussion of 'Observation of Ground Movement with Existing Pile Groups Due to Tunneling in Sand Using Centrifuge Modelling' by Ittichai Boonsiri and Jiro Takemura.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 1, p. 535, doi. 10.1007/s10706-016-0083-x
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27
Downdrag Force Analysis for Seismic Soil-Pile-Structure Interaction.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 1, p. 493, doi. 10.1007/s10706-016-0089-4
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28
Evaluation of Curve Fitting Techniques in Deriving p-y Curves for Laterally Loaded Piles.
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- Geotechnical & Geological Engineering, 2016, v. 34, n. 5, p. 1453, doi. 10.1007/s10706-016-0054-2
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29
Piled Raft Design Strategies for High Rise Buildings.
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- Geotechnical & Geological Engineering, 2016, v. 34, n. 1, p. 75, doi. 10.1007/s10706-015-9929-x
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30
Estimating Pile Set-up Using 24-h Restrike Resistance and Computed Static Capacity for PPC Piles Driven in Soft Lousiana Coastal Deposits.
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- Geotechnical & Geological Engineering, 2016, v. 34, n. 1, p. 267, doi. 10.1007/s10706-015-9943-z
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31
Optimizing the Bearing Capacity of Tapered Piles in Realistic Scale Using 3D Finite Element Method.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 6, p. 1465, doi. 10.1007/s10706-015-9912-6
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32
Laboratory Thermal Performance Tests on a Model Heat Exchanger Pile in Sand.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 2, p. 253, doi. 10.1007/s10706-014-9786-z
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33
The Thermal Behaviour of Three Different Auger Pressure Grouted Piles Used as Heat Exchangers.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 2, p. 273, doi. 10.1007/s10706-014-9757-4
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34
Cyclic Thermo-Mechanical Analysis of Energy Piles in Sand.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 2, p. 321, doi. 10.1007/s10706-014-9798-8
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35
Analysis of Friction Induced Thermo-Mechanical Stresses on a Heat Exchanger Pile in Isothermal Soil.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 2, p. 357, doi. 10.1007/s10706-014-9821-0
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36
Determining Soil Thermal Conductivity Through Numerical Simulation of a Heating Test on a Heat Exchanger Pile.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 2, p. 239, doi. 10.1007/s10706-015-9870-z
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37
A New Method for the Evaluation of the Ultimate Load of Piles by Tests not Carried to Failure.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 6, p. 1415, doi. 10.1007/s10706-013-9673-z
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38
Flexural Analysis in Dynamic Pinned Head Pile Testing.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 1, p. 59, doi. 10.1007/s10706-013-9691-x
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39
Effect of Edge Distance from the Slope Crest on the Response of a Laterally Loaded Pile in Sloping Ground.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 1, p. 197, doi. 10.1007/s10706-013-9694-7
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40
Plate Load Tests of Composite Foundation Reinforced by Concrete-Cored DCM Pile.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 1, p. 85, doi. 10.1007/s10706-013-9695-6
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41
Cone Penetration Test Based Direct Methods for Evaluating Static Axial Capacity of Single Piles.
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- Geotechnical & Geological Engineering, 2013, v. 31, n. 4, p. 979, doi. 10.1007/s10706-013-9662-2
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42
Depth of Fixity of Piles in Clay Under Dynamic Lateral Load.
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- Geotechnical & Geological Engineering, 2013, v. 31, n. 2, p. 447, doi. 10.1007/s10706-012-9597-z
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43
Validating and Improving Models for Vibratory Installation of Steel Sheet Piles with Field Observations.
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- Geotechnical & Geological Engineering, 2012, v. 30, n. 5, p. 1085, doi. 10.1007/s10706-012-9506-5
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44
Influence of Relative Pile-Soil Stiffness and Load Eccentricity on Single Pile Response in Sand Under Lateral Cyclic Loading.
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- Geotechnical & Geological Engineering, 2012, v. 30, n. 4, p. 737, doi. 10.1007/s10706-011-9490-1
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45
Impedance Functions of Slab Foundations with Rigid Piles.
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- Geotechnical & Geological Engineering, 2012, v. 30, n. 4, p. 1013, doi. 10.1007/s10706-012-9523-4
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46
Correlation of Pile Axial Capacity and CPT Data Using Gene Expression Programming.
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- Geotechnical & Geological Engineering, 2011, v. 29, n. 5, p. 725, doi. 10.1007/s10706-011-9413-1
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47
On the Study of Pile Driving Formula Based on Blow Counts.
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- Geotechnical & Geological Engineering, 2011, v. 29, n. 3, p. 351, doi. 10.1007/s10706-010-9381-x
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48
The Shaft Capacity of Displacement Piles in Clay: A State of the Art Review.
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- Geotechnical & Geological Engineering, 2011, v. 29, n. 4, p. 389, doi. 10.1007/s10706-010-9389-2
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49
Uplift Capacity of Single Bent Pile and Pile Group Considering Arching Effects in Sand.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 4, p. 337, doi. 10.1007/s10706-009-9295-7
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50
Dynamic interaction factor considering axial load.
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- Geotechnical & Geological Engineering, 2007, v. 25, n. 4, p. 423, doi. 10.1007/s10706-007-9119-6
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- Article