Elkasabgy et al., 2015 - Google Patents
Axial compressive response of large-capacity helical and driven steel piles in cohesive soilElkasabgy et al., 2015
View PDF- Document ID
- 16685057846029820159
- Author
- Elkasabgy M
- El Naggar M
- Publication year
- Publication venue
- Canadian Geotechnical Journal
External Links
Snippet
The axial compression performance of large-capacity helical piles is of significant interest because they can offer an efficient alternative to conventional piling systems in many applications such as in oil processing facilities, transmission towers, and industrial buildings …
- 239000002689 soil 0 title abstract description 155
Classifications
-
- 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
- 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
- E02D33/00—Testing foundations or foundation structures
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- 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
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Elkasabgy et al. | Axial compressive response of large-capacity helical and driven steel piles in cohesive soil | |
Ko et al. | Plugging effect of open-ended piles in sandy soil | |
Livneh et al. | Axial testing and numerical modeling of square shaft helical piles under compressive and tensile loading | |
Elsherbiny et al. | Axial compressive capacity of helical piles from field tests and numerical study | |
Lanyi-Bennett et al. | Axial load testing of helical pile groups in glaciolacustrine clay | |
Gavin et al. | Field investigation of the axial resistance of helical piles in dense sand | |
Tsuha et al. | Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests | |
Hong et al. | Experimental study on the pullout resistance of pressure-grouted soil nails in the field | |
Tsuha et al. | Relationship between installation torque and uplift capacity of deep helical piles in sand | |
Sharma et al. | Laboratory study on pullout capacity of helical soil nail in cohesionless soil | |
Zheng et al. | Excavation effects on pile behaviour and capacity | |
Li et al. | Semi-analytical approach for time-dependent load–settlement response of a jacked pile in clay strata | |
Abd Elaziz et al. | Geotechnical capacity of hollow-bar micropiles in cohesive soils | |
Alnuaim et al. | Performance of micropiled raft in sand subjected to vertical concentrated load: Centrifuge modeling | |
Harnish et al. | Large-diameter helical pile capacity–torque correlations | |
Buckley et al. | Effective stress regime around a jacked steel pile during installation ageing and load testing in chalk | |
Sakr | Comparison between high strain dynamic and static load tests of helical piles in cohesive soils | |
Tokhi et al. | Laboratory pullout resistance of a new screw soil nail in residual soil | |
Guo et al. | Field behaviour of screw micropiles subjected to axial loading in cohesive soils | |
Su et al. | Influence of degree of saturation on soil nail pull-out resistance in compacted completely decomposed granite fill | |
Tsuha et al. | Helical piles in unsaturated structured soil: a case study | |
Mansour et al. | Optimization of grouting method and axial performance of pressure-grouted helical piles | |
Bradshaw et al. | Field study of group effects on the pullout capacity of “deep” helical piles in sand | |
Thiyyakkandi et al. | Full-scale coupled torsion and lateral response of mast arm drilled shaft foundations | |
Ganju et al. | Static capacity of closed-ended pipe pile driven in gravelly sand |