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Geotechnical aspect of load-bearing analysis of explosively driven pile foundation soil
| Content Provider | Scilit |
|---|---|
| Author | Borozenets, L. M. |
| Copyright Year | 2019 |
| Description | This paper illustrates that the bearing capacity of granular soils used as foundation of explosively driven piles results from two processes, one being the initial displacement of soil during explosion drilling and the other the subsequent secondary displacement which is induced mechanically by loaded piles. The practical issues have been addressed of the bearing capacity and settlement analysis of granular soils used as foundation of explosively driven medium- and large-size piles. For the first time ever, the maximum physically possible bearing capacity has been achieved in the granular soils used as foundation of explosively driven medium- and large-size piles with a diameter of 2.8 m and larger. Book Name: Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2018-0-94759-X&isbn=9780429058882&doi=10.1201/9780429058882-9&format=pdf |
| Ending Page | 48 |
| Page Count | 5 |
| Starting Page | 44 |
| DOI | 10.1201/9780429058882-9 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2019-04-29 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations Geological Engineering Bearing Capacity Granular Soils Explosively Driven Used As Foundation Soils Used Foundation of Explosively |
| Content Type | Text |
| Resource Type | Chapter |
