120 related articles for article (PubMed ID: 38257518)
1. Research on the Deformation Law of Foundation Excavation and Support Based on Fluid-Solid Coupling Theory.
Xia R; Zhao Z; Wang R; Xu M; Ye S; Xu M
Sensors (Basel); 2024 Jan; 24(2):. PubMed ID: 38257518
[TBL] [Abstract][Full Text] [Related]
2. Case study on long-term deformation monitoring and numerical simulation of layered rock slopes on both sides of Wudongde dam reservoir area.
Ding C; Xue K; Zhou C
Sci Rep; 2024 Mar; 14(1):6909. PubMed ID: 38519594
[TBL] [Abstract][Full Text] [Related]
3. Study on the influence of reverse faulting on deformation of foundation pit retaining piles.
Niu Y; Wang Q; Ma F
Sci Rep; 2023 Oct; 13(1):17460. PubMed ID: 37838769
[TBL] [Abstract][Full Text] [Related]
4. Analysis of stability law and optimization of slope angle during excavation of deep concave mine slope.
Wu L; He K; Guo L; Sun L
PLoS One; 2022; 17(7):e0271700. PubMed ID: 35862474
[TBL] [Abstract][Full Text] [Related]
5. Analysis of Damage and Permeability Evolution for Mudstone Material under Coupled Stress-Seepage.
Liu B; Li J; Liu Q; Liu X
Materials (Basel); 2020 Aug; 13(17):. PubMed ID: 32854324
[TBL] [Abstract][Full Text] [Related]
6. Flow-solid coupling analysis of underground reinforced concrete forked pipe enclosing rock and structure.
Xiao M; Yuan Q; Zhao B; Deng L
Sci Rep; 2023 Oct; 13(1):16967. PubMed ID: 37807016
[TBL] [Abstract][Full Text] [Related]
7. Study on stress variation of advance fiberglass anchor bolts during tunnel excavation process.
Feng J; Tan Y; Yao S; Jiang H; Zhang J; Li H
Sci Rep; 2023 Mar; 13(1):4173. PubMed ID: 36914693
[TBL] [Abstract][Full Text] [Related]
8. Monitoring and Prediction of Horizontal Displacement of Underground Enclosure Piles in Subway Foundation Pits.
Dong Y; Luan Y; Wang F; Yang H; Jia Z; Luan H
ACS Omega; 2023 Jul; 8(26):23389-23400. PubMed ID: 37426226
[TBL] [Abstract][Full Text] [Related]
9. Numerical Simulation and Deformation Prediction of Deep Pit Based on PSO-BP Neural Network Inversion of Soil Parameters.
Li Q; Cheng F; Zhang X
Sensors (Basel); 2024 May; 24(10):. PubMed ID: 38793813
[TBL] [Abstract][Full Text] [Related]
10. Deformation Mechanism and Control of In-Situ Assembling Caisson Technology in Soft Soil Area under Field Measurement and Numerical Simulation.
Zhou J; Liu C; Xu J; Zhang Z; Li Z
Materials (Basel); 2023 Jan; 16(3):. PubMed ID: 36770130
[TBL] [Abstract][Full Text] [Related]
11. Influence of the Large-Span Pile-Beam-Arch Construction Method on the Surface Deformation of a Metro Station in the Silty Clay-Pebble Composite Stratum.
Li T; Li Y; Yang T; Hou R; Gao Y; Liu B; Qiao G
Materials (Basel); 2023 Apr; 16(7):. PubMed ID: 37049228
[TBL] [Abstract][Full Text] [Related]
12. Sensitivity analysis of counterweight double-row pile deformation to weak stratum parameters.
Wang Q; Niu Y; Ma F; Lu S
Sci Rep; 2023 Nov; 13(1):20623. PubMed ID: 37996558
[TBL] [Abstract][Full Text] [Related]
13. Experimental research on deformation failure process of roadway tunnel in fractured rock mass induced by mining excavation.
Li G; Ma F; Guo J; Zhao H
Environ Earth Sci; 2022; 81(8):243. PubMed ID: 35432620
[TBL] [Abstract][Full Text] [Related]
14. Analysis for bearing performance and construction mechanical behavior of supporting structure for the large cross-section tunnel by half bench CD method.
Zhao R
PLoS One; 2021; 16(8):e0255511. PubMed ID: 34358266
[TBL] [Abstract][Full Text] [Related]
15. Study on the effect of excavation sequence of three-hole shield tunnel on surface settlement and segment deformation.
Wang Y; Dai F; Ding B; Zhong M; Zhang H
Sci Rep; 2023 Oct; 13(1):16971. PubMed ID: 37806977
[TBL] [Abstract][Full Text] [Related]
16. Buckling stability analysis of underpinning piles during basement excavation beneath existing buildings.
Shan H; Yang J; Hu Z; He S
Sci Rep; 2022 May; 12(1):8138. PubMed ID: 35581199
[TBL] [Abstract][Full Text] [Related]
17. Dynamic back analysis of soil deformation during the construction of deep cantilever foundation pits.
Zhang J; Qiao G; Feng T; Zhao Y; Zhang C
Sci Rep; 2022 Jul; 12(1):13112. PubMed ID: 35908107
[TBL] [Abstract][Full Text] [Related]
18. The Application of Wireless Underground Sensor Networks to Monitor Seepage inside an Earth Dam.
Liang MC; Chen HE; Tfwala SS; Lin YF; Chen SC
Sensors (Basel); 2023 Apr; 23(8):. PubMed ID: 37112135
[TBL] [Abstract][Full Text] [Related]
19. Mindlin solution on ground deformation caused by the trench excavation during installation of concrete diaphragm wall panels.
Zhu G
Sci Rep; 2021 Sep; 11(1):19199. PubMed ID: 34584116
[TBL] [Abstract][Full Text] [Related]
20. Buoyancy of underground structures and pore water pressure conduction law in silty clay strata.
Guo H; Zhou R; Sun C; Lin Y; Xie J
Heliyon; 2024 Jan; 10(1):e24256. PubMed ID: 38234887
[TBL] [Abstract][Full Text] [Related]
[Next] [New Search]
