原文传递
ANALYSIS OF DYNAMIC PILE LOAD TEST RESULTS AND FURTHER ITS' USES
| 题名： | ANALYSIS OF DYNAMIC PILE LOAD TEST RESULTS AND FURTHER ITS' USES |
| 正文语种： | 英文 |
| 作者： | DR.SWAPAN KR.BAGUII; SK Pure; BC DINESH; ATASI DAS |
| 作者单位： | Intercontinental Consultants & Technocrats Pvt. Ltd., New Delhi; GM GR lntra Projects Ltd. Gurugram |
| 关键词： | hyperbolic；alternative；friction；separation；settlement；analysis；pile；dynamic；present；evaluation |
| 摘要： | Static pile load test is costly and time consuming test. Therefore, dynamic pile load test can be considered as alternative test. Limitation of dynamic pile load test is that it cannot identify the actual capacity of the pile and use only for design capacity verification during construction stage not Detailed Design Stage. Therefore, benefit from pile load test is not obtained like reduction of pile length/number of piles in group. Extrapolation method presented in this paper and compared with capacity obtained geotechnical report. Hyperbolic graph has been used for pile capacity. This paper presents preparation of hyperbolic curve for load settlement and its uses for capacity evaluation and separation of skin friction and end bearing. Projected capacity is also compared with one static pile load test near Pier P2 and found satisfactory co-relation. It is found that It is found that capacity of piles are increased by about 37% and factor of safety used capacity analysis can be reduced by in the range of 20-30%. |
| 出版年： | 2019 |
| 期刊名称： | Indian Highways |
| 卷： | 47 |
| 期： | 3 |
| 页码： | 36-41 |
相关文献
- Field Tests of Offshore Driven Piles Subjected to Lateral Monotonic and Cyclic Loads in Soft Clay
- Seismic Performance of Pretensioned Centrifugal Spun Concrete Piles with Combined Steel Strands and Deformed Steel Bars
- Cyclic Loading Test for Beam–Column Joints of Precast Concrete Beam and Concrete-Encased Steel Angle Column
- Development of Hysteretic Model with Dynamic Effect and Deterioration for Seismic-Performance Analysis of Reinforced Concrete Structures
- Seismic Analysis of Cross-Laminated Multistory Timber Buildings Using Code-Prescribed Methods: Influence of Panel Size, Connection Ductility, and Schematization
- Dynamic Responses of RC Columns under Axial Load and Lateral Impact
检索历史
应用推荐
