117 related articles for article (PubMed ID: 38898168)
1. Study on deformation and failure characteristics of oblique-cut locked rock slope under rainfall conditions.
Wang H; Yuan G; Huang Z; Dong J; Wei Y
Sci Rep; 2024 Jun; 14(1):14159. PubMed ID: 38898168
[TBL] [Abstract][Full Text] [Related]
2. Stability and probabilistic assessment of a large asymmetric bedding slope with a weak interlayer.
Zhang F; Yang T
Environ Sci Pollut Res Int; 2023 Oct; 30(49):107811-107826. PubMed ID: 37740801
[TBL] [Abstract][Full Text] [Related]
3. 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]
4. Physical Model Experiments on Failure Mechanism on Slopes of Weathered Basalt Soils during Heavy Rainfall Events.
Zhang Q; Luo Z; Chen Y; Wang Z
Materials (Basel); 2023 Jan; 16(2):. PubMed ID: 36676570
[TBL] [Abstract][Full Text] [Related]
5. Dip effect on the orientation of rock failure plane under combined compression-shear loading.
Sun L; Li P; Luo B; Liu X; Huang T; Su Y
Sci Rep; 2024 Feb; 14(1):4406. PubMed ID: 38388543
[TBL] [Abstract][Full Text] [Related]
6. Stability analysis of soft-hard-interbedded anti-inclined rock slope.
Guo JJ; Wu ZW; Liu K
Sci Rep; 2023 Jan; 13(1):1643. PubMed ID: 36717635
[TBL] [Abstract][Full Text] [Related]
7. Shallow Failure of Weak Slopes in Bayan Obo West Mine.
Wang W; Yan Y; Qu Y; Wang P
Int J Environ Res Public Health; 2022 Aug; 19(15):. PubMed ID: 35955111
[TBL] [Abstract][Full Text] [Related]
8. Damage characteristics of weak rocks with different dip angles during creep.
Miao H; Zhao N; Meng L; Zhang Y; Wang L
Sci Rep; 2023 May; 13(1):7497. PubMed ID: 37160949
[TBL] [Abstract][Full Text] [Related]
9. Assessing the rainfall infiltration on FOS via a new NSRM for a case study at high rock slope stability.
Zhou T; Zhang L; Cheng J; Wang J; Zhang X; Li M
Sci Rep; 2022 Jul; 12(1):11917. PubMed ID: 35831439
[TBL] [Abstract][Full Text] [Related]
10. Research on the slip deformation characteristics and improvement measures of concrete-faced rockfill dams on dam foundations with large dip angles.
Gao J; Han X; Han W; Dang F; Ren J; Xue H; Fang J
Sci Rep; 2024 Apr; 14(1):8665. PubMed ID: 38622220
[TBL] [Abstract][Full Text] [Related]
11. Investigating the Effect of Rock Bridge on the Stability of Locked Section Slopes by the Direct Shear Test and Acoustic Emission Technique.
Guo Q; Pan J; Cai M; Zhang Y
Sensors (Basel); 2020 Jan; 20(3):. PubMed ID: 31979253
[TBL] [Abstract][Full Text] [Related]
12. Study on key parameters of buckling deformation instability and fracture of rock beams and asymmetric distribution law of stope stress.
Shi Z; Zhao H; Qin B; Liang B; Li G; Liu X; Jia L
PLoS One; 2024; 19(6):e0305244. PubMed ID: 38861579
[TBL] [Abstract][Full Text] [Related]
13. A case study on soil slope landslide failure and parameter analysis of influencing factors for safety factor based on strength reduction method and orthogonal experimental design.
Zeng Y; Zhang Y; Hu W; Chen M; Hu Q; Liu X; Zhu X
PLoS One; 2024; 19(5):e0300586. PubMed ID: 38748718
[TBL] [Abstract][Full Text] [Related]
14. Mechanical characteristics and energy evolution in a rock mass with a weak structural plane.
Yu Y; Yang Y; Liu J; Wang P; Liu J; Song Z; Zhao S
Sci Rep; 2023 Oct; 13(1):18674. PubMed ID: 37907624
[TBL] [Abstract][Full Text] [Related]
15. Analysis of deformation mechanism of rainfall-induced landslide in the Three Gorges Reservoir Area: Piansongshu landslide.
Wang H; Zou J; Wang X; Lv P; Tan Z; Cheng L; Wei Q; Qin B; Guo Z
Sci Rep; 2024 May; 14(1):10005. PubMed ID: 38693187
[TBL] [Abstract][Full Text] [Related]
16. Study on progressive failure mode of surrounding rock of shallow buried bias tunnel considering strain-softening characteristics.
Tian X; Song Z; Shen X; Xue Q
Sci Rep; 2024 Apr; 14(1):9608. PubMed ID: 38671207
[TBL] [Abstract][Full Text] [Related]
17. Study on Shear Behavior and Failure Characteristics of Bolted Anisotropic Rock Joints.
Jiang Y; Li X; Liu J; Luan H; Zhang S; Wang C; Wang D
Materials (Basel); 2023 Mar; 16(6):. PubMed ID: 36984088
[TBL] [Abstract][Full Text] [Related]
18. Analysis of the effects of vertical joints on the stability of loess slope.
Zhang R; Wang B
Sci Rep; 2023 Mar; 13(1):4270. PubMed ID: 36922534
[TBL] [Abstract][Full Text] [Related]
19. Study of substrata of a slope susceptible to landslide in hilly environment using a geophysical method in the Nilgiris, India.
Mathangi B; Zaalishvili VB; Ganapathy GP
Environ Sci Pollut Res Int; 2023 Dec; 30(59):123966-123982. PubMed ID: 37996577
[TBL] [Abstract][Full Text] [Related]
20. 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]
[Next] [New Search]