Chon, 1977 - Google Patents
Dynamic Response Of Friction Piles.Chon, 1977
- Document ID
- 18134252788448538223
- Author
- Chon C
- Publication year
External Links
Snippet
A. Background Foundations for large machines, buildings and other structures generally fall into either of two major cate gories: shallow foundations or deep foundations. Both categories of foundations are easily analyzed and designed for static loads and shallow …
Classifications
-
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position; Apparatus for making same
-
- 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
- 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
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
-
- 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
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/22—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling
- E02F5/223—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling for back-filling
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Zarrabi et al. | Behavior of piles under different installation effects by physical modeling | |
| Gao et al. | Shaking table tests on the seismic performance of a flexible wall retaining EPS composite soil | |
| BANERJEE | Centrifuge and numerical modelling of soft clay-pile-raft foundations subjected to seismic shaking | |
| Sahadewa et al. | Field testing method for evaluating the small-strain shear modulus and shear modulus nonlinearity of solid waste | |
| Bruno et al. | Dynamic and static load testing of model piles driven into dense sand | |
| Finno et al. | Non-destructive evaluation of a deep foundation test section at the Northwestern University national geotechnical experimentation site | |
| Keykhosropour et al. | Implementation of soil pressure sensors in large-scale soil-structure interaction studies | |
| Prakash | Analysis of rigid retaining walls during earthquakes | |
| Enomoto et al. | Seismic behaviour of reinforced embankments in dynamic centrifuge model tests | |
| Stokoe et al. | Dynamic response of embedded machine foundations | |
| Fattah et al. | Liquefaction potential of sandy soil from small laboratory machine foundation model | |
| Chon | Dynamic Response Of Friction Piles. | |
| Ralli et al. | Dynamic behavior of single steel-driven vertical and batter piles under horizontal excitations: field model testing | |
| Scott et al. | Full-scale dynamic lateral pile tests | |
| Jastrzębska et al. | Analysis of the vibration propagation in the subsoil | |
| McNamara | Influence of heave reducing piles on ground movements around excavations | |
| Chian et al. | Remediation against floatation of underground structures | |
| STEWART JR | An Experimental Investigation Into the Uplift Capacity of Drilled Shaft Foundations in Cohesionless Soils | |
| Gassman | Impulse response evaluation of inaccessible foundations | |
| Hosseini | Evaluation of Seismic Behaviour of Hollow Fibre-Reinforced Polymer (FRP) Piles using Shake Table Testing | |
| Qin et al. | Field tests to investigate the penetration rate of piles driven by vibratory installation | |
| Wang | Experimental study and finite element analysis of drivability and static behavior of various piles installed by vibratory driving | |
| Morgan et al. | Behavior of sands under surface loads | |
| Karlsrud et al. | Large-Scale Pile Load Tests in Mixed Sand and Soft Clay Ground: Impact of Aging and Stops in Driving | |
| Huang et al. | Performance of drilled shaft under combination of complicated loads under hurricane event |