Qin et al., 2022 - Google Patents
Deformation analysis and prediction of foundation pit in soil-rock composite stratumQin et al., 2022
View HTML- Document ID
- 12045141377071050435
- Author
- Qin Z
- Tao Z
- Chen Z
- Zhang Z
- Tang C
- Liu H
- Ren Q
- Publication year
- Publication venue
- Frontiers in Physics
External Links
Snippet
The deformation prediction of foundation pit is still an open issue in geotechnique engineering. This paper focuses on a new deformation prediction method of foundation pit in soil-rock composite stratum in Nanjing area. To do so, the field monitoring deformation data …
- 239000011435 rock 0 title abstract description 93
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
- E21B43/16—Enhanced recovery methods for obtaining hydrocarbons
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Wu et al. | Identification of tunnel settlement caused by land subsidence in soft deposit of Shanghai | |
Xu et al. | Diseases failures characteristics and countermeasures of expressway tunnel of water-rich strata: A case study | |
Zheng et al. | Characteristics, challenges and countermeasures of giant karst cave: A case study of Yujingshan tunnel in high-speed railway | |
Li et al. | Displacement and stress characteristics of tunnel foundation in collapsible loess ground reinforced by jet grouting columns | |
Fang et al. | Surface subsidence characteristics of fully overlapping tunnels constructed using tunnel boring machine in a clay stratum | |
Rampello et al. | Efficiency of embedded barriers to mitigate tunnelling effects | |
Wang et al. | Investigation of the geological and hydrogeological environment with relation to metro system construction in Jinan, China | |
Meng et al. | Risk assessment of shield tunnel construction in karst strata based on fuzzy analytic hierarchy process and cloud model | |
Liang et al. | Risk assessment system based on fuzzy composite evaluation and a backpropagation neural network for a shield tunnel crossing under a river | |
Dai et al. | Influence of tunnelling on the deformation of the overlying excavation bracing system and analysis of countermeasures | |
Shi et al. | Long-term longitudinal deformation characteristics of metro lines in soft soil area | |
Ning et al. | Deformation characteristics observed during multi-step excavation of underground oil storage caverns based on field monitoring and numerical simulation | |
Xu et al. | Deformation behaviors and control indexes of metro-station deep excavations based on case histories | |
Cao et al. | Theoretical prediction of ground settlements due to shield tunneling in multi-layered soils considering process parameters | |
Zhang et al. | Strategies to reduce ground settlement from shallow tunnel excavation: A case study in China | |
Wu et al. | Field performance of an anti-uplift portal frame in control of the tunnel uplift induced by overlying excavation | |
Ding et al. | Ground settlement caused by shield tunneling in soil-rock composite strata | |
Ahmed et al. | Numerical investigation of tunneling induced surface movement: A case study of MRT line 1, Dhaka | |
Qin et al. | Deformation analysis and prediction of foundation pit in soil-rock composite stratum | |
Cao et al. | Investigation on the Deformation Law of Inner Waste Dump Slope in an Open‐Pit Coal Mine: A Case Study in Southeast Inner Mongolia of China | |
Dai et al. | Fuzzy comprehensive evaluation model for construction risk analysis in urban subway | |
Zhou et al. | Ground Settlement of High‐Permeability Sand Layer Induced by Shield Tunneling: A Case Study under the Guidance of DBN | |
Xu et al. | Safety Analysis of Deep Foundation Excavation in Water‐Rich Soft Soils Based on BIM | |
Jiang et al. | Effect of improvement and application of composite prefabricated vertical drain method in marine soft ground: a case study | |
Zhang et al. | Review of tunnels and tunnelling under unfavourable geological conditions |