141 related articles for article (PubMed ID: 37876435)
1. Evaluating screw-shaft pile composite foundations in round Gravelly soil: A study using model tests and numerical simulations.
Yang T; Zheng W; Xie Y; Zhang H; Yue X
Heliyon; 2023 Oct; 9(10):e20887. PubMed ID: 37876435
[TBL] [Abstract][Full Text] [Related]
2. Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration.
Zhan-Fang H; Bai XH; Yin C; Liu YQ
PLoS One; 2021; 16(3):e0248502. PubMed ID: 33730066
[TBL] [Abstract][Full Text] [Related]
3. Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study.
Guo Y; Cai X; Gu M
Materials (Basel); 2023 Aug; 16(17):. PubMed ID: 37687435
[TBL] [Abstract][Full Text] [Related]
4. Vertical compressive bearing performance and optimization design method of large-diameter manually-excavated rock-socketed cast-in-place piles.
Zhao X; Yan N; Bai X; Sang S; Chen X; Zhang Y; Zhang M
Sci Rep; 2023 Aug; 13(1):14234. PubMed ID: 37648702
[TBL] [Abstract][Full Text] [Related]
5. An Experimental and Numerical Study on the Influence of Helices of Screw Piles Positions on Their Bearing Capacity in Sandy Soils.
Simonenko S; Loya JA; Rodriguez-Millan M
Materials (Basel); 2024 Jan; 17(2):. PubMed ID: 38276464
[TBL] [Abstract][Full Text] [Related]
6. Calculation model and bearing capacity optimization method for the soil settlement between piles in geosynthetic-reinforced pile-supported embankments based on the membrane effect.
Liu Z; Zhang A; Xu J; Zhou C; Zhang L
PLoS One; 2021; 16(8):e0256190. PubMed ID: 34398920
[TBL] [Abstract][Full Text] [Related]
7. Empirical Shaft Resistance of Driven Piles Penetrating Weak Rock.
Barrett JW; Prendergast LJ
Rock Mech Rock Eng; 2020; 53(12):5531-5543. PubMed ID: 33239836
[TBL] [Abstract][Full Text] [Related]
8. Study on load-bearing characteristics of a new pile group foundation for an offshore wind turbine.
Lang R; Liu R; Lian J; Ding H
ScientificWorldJournal; 2014; 2014():394104. PubMed ID: 25250375
[TBL] [Abstract][Full Text] [Related]
9. Prediction of Pile Shaft Capacity in Tension Based on Some Direct CPT Methods-Vistula Marshland Test Site.
Zwara Ł; Bałachowski L
Materials (Basel); 2022 Mar; 15(7):. PubMed ID: 35407758
[TBL] [Abstract][Full Text] [Related]
10. Study on the vertical bearing performances of piles on karst cave.
Chen H; Feng Z; Wu M; Zhou G; Chen L; Zhang C
Sci Rep; 2023 Mar; 13(1):4944. PubMed ID: 36973357
[TBL] [Abstract][Full Text] [Related]
11. A case study on the bearing characteristics of a bottom uplift pile in a layered foundation.
He L; Chen X; Wang Z; Han Y; Su T; Dai G; Zhang E; Long Z
Sci Rep; 2022 Dec; 12(1):22457. PubMed ID: 36577782
[TBL] [Abstract][Full Text] [Related]
12. Study on the vertical bearing performance of pile across cave and sensitivity of three parameters.
Chen HY; Feng ZJ; Li T; Bai SF; Zhang C
Sci Rep; 2021 Aug; 11(1):17342. PubMed ID: 34462510
[TBL] [Abstract][Full Text] [Related]
13. Effects of disc overhang diameter on the uplift bearing capacity of new-type concrete expanded-plate pile groups.
Qian Y; Che M; Teng D; Lin C; Liu Z; Zhang K
Sci Rep; 2024 Jun; 14(1):13527. PubMed ID: 38867072
[TBL] [Abstract][Full Text] [Related]
14. Foundation Piles-A New Feature for Concrete 3D Printers.
Hoffmann M; Żarkiewicz K; Zieliński A; Skibicki S; Marchewka Ł
Materials (Basel); 2021 May; 14(10):. PubMed ID: 34068444
[TBL] [Abstract][Full Text] [Related]
15. Response of vertically-loaded pile in spatially-variable cement-treated soil.
Wu T; Sun Z; Tan W; Kasu CM; Gong J
PLoS One; 2022; 17(4):e0266975. PubMed ID: 35417504
[TBL] [Abstract][Full Text] [Related]
16. Finite element simulation study on vertical bearing characteristics of single pile with ram-compacted bearing sphere.
Bai L; Gong S; Xu L; Bai X; Huang Z
PLoS One; 2023; 18(9):e0291719. PubMed ID: 37733755
[TBL] [Abstract][Full Text] [Related]
17. Assessment of the Shear Strength of Pile-to-Soil Interfaces Based on Pile Surface Topography Using Laser Scanning.
Muszyński Z; Wyjadłowski M
Sensors (Basel); 2019 Feb; 19(5):. PubMed ID: 30818847
[TBL] [Abstract][Full Text] [Related]
18. Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force.
Zhanfang H; Xiaohong B; Chao Y; Yanping W
PLoS One; 2020; 15(3):e0229532. PubMed ID: 32191717
[TBL] [Abstract][Full Text] [Related]
19. The influence of existing piles on station settlement during the construction of a tunnel undercrossing under existing stations.
Ma B; Wu S; Chen Q; Liang E; Li X
Sci Rep; 2024 Jun; 14(1):14024. PubMed ID: 38890344
[TBL] [Abstract][Full Text] [Related]
20. Analysis on the synergistic variation law of pile refreezing process and bearing capacity based on high-strain dynamic test method.
Yu D; Cao Y; Zhao Q
Sci Rep; 2023 Nov; 13(1):19106. PubMed ID: 37925579
[TBL] [Abstract][Full Text] [Related]
[Next] [New Search]
