Jiang et al., 2023 - Google Patents
Experimental study on the distribution law of the blade foot resistance of a large deep-water open caisson in sandJiang et al., 2023
View PDF- Document ID
- 2366170330839314708
- Author
- Jiang B
- Yu T
- Peng W
- Zhang Y
- He S
- Ma J
- Publication year
- Publication venue
- Ocean Engineering
External Links
Snippet
Research on the sinking of large deep-water open caissons in sand via field monitoring, centrifugal model testing and 1 g simulation testing shows that the distribution law of the blade foot resistance is related to the caisson burial depth, mud surface height inside the …
- 239000004576 sand 0 title abstract description 64
Classifications
-
- 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
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- 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
- E02D5/22—Piles
-
- 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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- 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
- E21B43/01—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells specially adapted for obtaining from underwater installations
- E21B2043/0115—Drilling for or production of natural gas hydrate reservoirs; Drilling through or monitoring of formations containing gas hydrates
-
- 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
- E02D29/00—Independent underground or underwater structures; Retaining walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/08—Lowering or sinking caissons
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
-
- 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
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Lü et al. | Experimental study of the face stability of shield tunnel in sands under seepage condition | |
Chen et al. | Shaking table test of immersed tunnel considering the geological condition | |
Chou et al. | Centrifuge modeling of seismically induced uplift for the BART transbay tube | |
Wang et al. | Field experiment and numerical simulation of coupling non-Darcy flow caused by curtain and pumping well in foundation pit dewatering | |
Watanabe et al. | Uplift mechanism of open-cut tunnel in liquefied ground and simplified method to evaluate the stability against uplifting | |
CN107761708A (en) | The processing method that big thickness Collapsible Loess District Subway station groundwork is reinforced | |
Shao et al. | Collapsible deformation evaluation of loess under tunnels tested by in situ sand well immersion experiments | |
Castelletto et al. | A coupled MFE poromechanical model of a large-scale load experiment at the coastland of Venice | |
He et al. | Experimental study on the vertical deformation of soils due to groundwater withdrawal | |
Zhao et al. | Centrifuge modeling of soil slopes overlying bedrock under excavation conditions | |
Gan et al. | Analysis of Model Tests of Rainfall‐Induced Soil Deposit Landslide | |
Ren et al. | Model-scale tests to examine water pressures acting on potentially buoyant underground structures in clay strata | |
Zhao et al. | Performance evaluation of light-weighted cement-stabilized-clay columns for soft ground improvement using the centrifuge model test | |
Jiang et al. | Analysis of mechanism of sand gushing and sudden sinking of ultra-large deep-water open caisson in sand via field and model tests | |
Jiang et al. | Experimental study on the distribution law of the blade foot resistance of a large deep-water open caisson in sand | |
Li et al. | Back analysis of a collapsed highway embankment–A numerical study on the rigid reinforcement and time-dependent grouting | |
Baral | Anisotropic visco-plastic behaviour of soft soil with special reference to radial consolidation | |
Fan et al. | Experimental and numerical investigation on cavity formation from large rectangular spudcan penetration in clay | |
Zhu et al. | Field test on the mechanism of composite bucket foundation penetrating sandy silt overlying clay | |
Zhuo et al. | Stability of long trench in soft soils by bentonite-water slurry | |
Song et al. | Failure mode and mechanism of large cylinder structures for artificial islands on soft clay | |
Wang et al. | Centrifuge model test and numerical analysis of embankment widening on soft ground | |
Karmaker et al. | Numerical modelling of pile jacking in highly sensitive clays | |
Liu et al. | Modeling cover-collapse sinkhole based on the theory of shells | |
Koch | Model testing of passive site stabilization |