| Type of Material: | Thesis |
| Title: | Technical Feasibility Study of Fibre Reinforced Polymers Confined Reinforced Concrete Driven Piles Subjected To Vertical Loads |
| Researcher: | PRAKASH ARUL JOSE, J |
| Guide: | RAJESH PRASANNA, P |
| Department: | Department of Civil Engineering |
| Publisher: | Bharath University, Chennai |
| Place: | Chennai |
| Year: | 2019 |
| Language: | English |
| Subject: | Engineering | Engineering and Technology | Engineering Civil | Civil Engineering | Engineering and Technology |
| Dissertation/Thesis Note: | PhD; Department of Civil Engineering, Bharath University, Chennai, Chennai; 2019; D13CE001 |
| Fulltext: | Shodhganga |
| 000 | 00000ntm a2200000ua 4500 | |
| 001 | 454694 | |
| 003 | IN-AhILN | |
| 005 | 2024-09-18 14:31:43 | |
| 008 | __ | 240918t2019||||ii#||||g|m||||||||||eng|| |
| 035 | __ | |a(IN-AhILN)th_454694 |
| 040 | __ | |aBHAU_600073|dIN-AhILN |
| 041 | __ | |aeng |
| 100 | __ | |aPRAKASH ARUL JOSE, J|eResearcher |
| 110 | __ | |aDepartment of Civil Engineering|bBharath University, Chennai|dChennai|ein |
| 245 | __ | |aTechnical Feasibility Study of Fibre Reinforced Polymers Confined Reinforced Concrete Driven Piles Subjected To Vertical Loads |
| 260 | __ | |aChennai|bBharath University, Chennai|c2019 |
| 300 | __ | |dDVD |
| 502 | __ | |bPhD|cDepartment of Civil Engineering, Bharath University, Chennai, Chennai|d2019|oD13CE001 |
| 520 | __ | |aIn the study of the behaviour of the pile under static and dynamic loading, the soil pile interaction plays a pivotal role. Moreover, it affects the response of the pile and the soil behaviour. To improve the safety of structures, a detailed analysis is essential to predict its structural behaviour accurately. Due to its non-linearity, the soil pile system is complex. A careful study of the soil- pile behaviour characteristics is vital due to the liability of the influencing factors. Also, it necessitates the use of sophisticated Finite Element (FEM) Software to validate the experimental test results critically. Conventional retrofitting methods that use cement and steel substances do not continuously produce the most suitable results. However, FRP based retrofitting techniques could provide more reasonable and exactly higher substitute to the conventional construction methods in several circumstances. Various research works have been presented demonstrating how to make larger use of FRP substances in the c |
| 650 | __ | |aCivil Engineering|2UGC |
| 650 | __ | |aEngineering and Technology|2AIU |
| 653 | __ | |aEngineering |
| 653 | __ | |aEngineering and Technology |
| 653 | __ | |aEngineering Civil |
| 700 | __ | |aRAJESH PRASANNA, P|eGuide |
| 856 | __ | |uhttp://shodhganga.inflibnet.ac.in/handle/10603/310769|yShodhganga |
| 905 | __ | |afromsg |
User Feedback Comes Under This section.