Daraei et al., 2018 - Google Patents
Rehabilitation of portal subsidence of heybat sultan twin tunnels: selection of shotcrete or geogrid alternativesDaraei et al., 2018
- Document ID
- 17289044064780369284
- Author
- Daraei A
- Herki B
- Sherwani A
- Zare S
- Publication year
- Publication venue
- International Journal of Geosynthetics and Ground Engineering
External Links
Snippet
The occurrence of karst phenomenon is one of the common problems in carbonate rocks in the presence of water. The rock masses constituting the ground surface are mostly of sedimentary types among which carbonate rocks are widely observed. It is therefore …
- 239000011378 shotcrete 0 title abstract description 22
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
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- 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
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
-
- 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
- E02D17/20—Securing of slopes or inclines
-
- 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
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/26—Indicating devices
- E02F9/261—Surveying the work-site to be treated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V99/00—Subject matter not provided for in other groups of this subclass
- G01V99/005—Geomodels or geomodelling, not related to particular measurements
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Hasheminezhad et al. | Seismic response of shallow foundations over liquefiable soils improved by deep soil mixing columns | |
Gunaratne | The foundation engineering handbook | |
Sharifzadeh et al. | Design of sequential excavation method for large span urban tunnels in soft ground–Niayesh tunnel | |
Peng et al. | Field measurements and finite-element method simulation of a tunnel shaft constructed by pneumatic caisson method in Shanghai soft ground | |
Chen et al. | Shaking table test of immersed tunnel considering the geological condition | |
Al Heib et al. | On the use of 1g physical models for ground movements and soil-structure interaction problems | |
Usluogullari et al. | Comparison of slope stabilization methods by three-dimensional finite element analysis | |
Taromi et al. | A discrepancy between observed and predicted NATM tunnel behaviors and updating: a case study of the Sabzkuh tunnel | |
Golpasand et al. | Impact of pre-existent Qanats on ground settlements due to mechanized tunneling | |
Mazek et al. | Finite element model of Cairo metro tunnel-Line 3 performance | |
Lu et al. | Numerical simulation of the composite foundation of cement soil mixing piles using FLAC3D | |
Yu et al. | Influence analysis of underground excavation on the adjacent buildings and surrounding soil based on scale model test | |
Daraei et al. | Rehabilitation of portal subsidence of heybat sultan twin tunnels: selection of shotcrete or geogrid alternatives | |
Sohaei et al. | A review on tunnel–pile interaction applied by physical modeling | |
Chen et al. | Numerical analysis on the seismic performance of subway station in ground crack area | |
Hu et al. | Numerical simulation of soil displacement and settlement in deep foundation pit excavations near water | |
Liu et al. | Numerical simulation and field monitoring of deformation characteristics of TRD composite supporting structure for deep foundation pit in quaternary stratum: a case study in Qingdao | |
Mittal et al. | Subsurface explorations and investigation of foundation performance for distress assessment of a building | |
Hong et al. | Stability and countermeasures for a deposit slope with artificial scarp: numerical analysis and field monitoring | |
Rashid et al. | Assessment of soil nailing performance by using finite element and finite difference methods | |
Liu et al. | Limit support pressure of tunnel face in multi-layer soils below river considering water pressure | |
Shang et al. | Back analysis of long-term stability of a 92 m span ancient quarrying cavern | |
Tolun et al. | Stability analyses of a slope reinforced with piles subjected to static and dynamic loading conditions | |
Zhu et al. | A case study on behaviors of composite soil nailed wall with bored piles in a deep excavation | |
Ozpolat et al. | The effect of distance between sheet pile and foundation on bearing capacity of foundation |