Diab et al., 2021 - Google Patents
Effect of geofoam under strip footing rested on swelling soilDiab et al., 2021
View PDF- Document ID
- 7545876302357300689
- Author
- Diab A
- El Sakhawy N
- Elkilany M
- Al-Badwy R
- et al.
- Publication year
- Publication venue
- Journal of Applied Science and Engineering
External Links
Snippet
Swelling soils are considered a highly problematic soil due to the volume change actions. The cyclic heave and settlement of expansive soils could be the main reason for considerable damages to the structures, roads, and highways. Many available …
- 239000002689 soil 0 title abstract description 88
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
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
-
- 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
- E02D27/34—Foundations for sinking or earthquake territories
-
- 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
- E02D27/01—Flat foundations
- E02D27/08—Reinforcements for flat foundations
-
- 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
- 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
- E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Roy et al. | Role of geotechnical properties of soil on civil engineering structures | |
Demir et al. | Large scale field tests on geogrid-reinforced granular fill underlain by clay soil | |
Reddy et al. | Sustainable utilization of scrap tire derived geomaterials for geotechnical applications | |
Diab et al. | Effect of geofoam under strip footing rested on swelling soil | |
Das et al. | Bearing capacity and liquefaction assessment of shallow foundations resting on vibro-stone column densified soil in vallur oil terminal, India | |
Zukri | Soft clay stabilisation using lightweight aggregate for raft and column matrices | |
Dronamraju | Studies on field stabilization methods to prevent surficial slope failures of earthfill dams | |
Zaika et al. | Individual and group columns failure of deep cement mixing (DCM) in Grati soft soil | |
Hao et al. | Reinforcement effect and permeability assessment of gravel-tire chips mixture (GTCM) used in marine landfill | |
Shrivastava et al. | Settlement analysis of ground treated with granular piles using natural and recycled aggregates | |
Mokhtari et al. | Behavior of stone columns based on plate load test and FEM analysis on the north end of Persian gulf | |
Habashneh | Special reinforcement solutions of railway permanent ways’ soil substructures | |
Pradiptia et al. | In-Situ Stabilization Analyses of Peaty Clay Soil Layers using Solid Waste from of Biomass Power Plant | |
Le | Investigations to develop field stabilization methods to mitigate surficial slope failures | |
Ayeditan et al. | Enhancing Performance of Silty Clayey Sandy and of Pavement Using Cement and Geogrid in South Republic of Benin (West Africa) | |
Diab | Reduction Heave of Swelling Soil under Isolated Footing with Flat and Ribbed Geofoam | |
Musenda | Investigations on the effects of using discrete randomly distributed fiber reinforcement in expansive foundation soils | |
SALIH | A novel technique to increase the load capacity of the steel pipe pile | |
Kolathayar et al. | Best Practices in Geotechnical and Pavement Engineering—An Introduction | |
Fattah et al. | Effect of degree of saturation on stresses and pore water pressure in the subgrade layer caused by railway track loading | |
Saran | Analysis and Design of Substructures: Limit State Design | |
Majeed et al. | The behavior of soft clay treated with waste concrete column | |
Boluk | A Comprehensive Framework to Mitigate Surficial Slope Failures | |
Badarinath | Stability of High Embankments Founded on Soft Soils | |
Baqir et al. | A NUMERICAL STUDY ON THE BEHAVIOR OF STONE COLUMNS WITH DIFFERENT AREA RATIOS IN SOFT CLAYS |