Impact Factor:6.549
 Scopus Suggested Journal: UNDER REVIEW for TITLE INCLUSSION

International Journal
of Computer Engineering in Research Trends (IJCERT)

Scholarly, Peer-Reviewed, Open Access and Multidisciplinary


Welcome to IJCERT

International Journal of Computer Engineering in Research Trends. Scholarly, Peer-Reviewed,Open Access and Multidisciplinary

ISSN(Online):2349-7084                 Submit Paper    Check Paper Status    Conference Proposal

Back to Current Issues

Design and Construction of Driven Timber Piles and Foundations

D.SREEKRISHNA, G.VISWANADH, , ,
Affiliations
(M.Tech) Structural Engineering, Dept. of Civil Engineering
Associate Professor, Dept. of Civil Engineering Priyadarshini Institute of Technology & Management
:NOT ASSIGNED


Abstract
Timber piles can also be driven for ground improvement, to densify loose granular soils. Although timber piles are rarely used on shore in the UK, in other countries notably the United States, Canada and Australia, they are used widely. For many structures, timber piles are a highly suitable choice of foundation, given appropriate ground conditions. They are economical, easy to transport, handle, cut to length and work with on site; and particularly suited for locations with access difficulties, or where excavations and the delivery of concrete would pose problems. Short, driven timber piles can be the solution for foundations in ground with a high water table, and where firm strata exists below surface material of loose sand, soft clays, or organic soils. In deep silt deposits, where the capacity of the pile is determined by shaft friction, timber piles are especially suitable being tapered and easy to splice. In Sweden and the Netherlands, timber piles are used below the water table, where they have proved practically invulnerable to decay, and extended to the surface using concrete sections. One of the suggested methods of reducing global warming has been to bury timber to create carbon dumps. Using timber for piled foundations would effectively achieve this.


Citation
D.SREEKRISHNA,G.VISWANADH."Design and Construction of Driven Timber Piles and Foundations". International Journal of Computer Engineering In Research Trends (IJCERT) ,ISSN:2349-7084 ,Vol.2, Issue 12,pp.989-994 , December- 2015, URL :https://ijcert.org/ems/ijcert_papers/V2I1232.pdf,


Keywords : Design, durability, Engineering News ,Formula, environmental, factor of safety, timber piling.

References
1. GZA GeoEnvironmental, Inc. , Central Artery (I93)/Tunnel (I-90) Project, Geotechnical Data Report, South Bay Interchange, Design Sections D009B/D009C, Boston, MA. 
2. GZA GeoEnvironmental, Inc. Central Artery (I93)/Tunnel (I-90) Project, Geotechnical Data Report, South Bay Interchange, Design Section D009A, Boston, MA. 
3. Haley and Aldrich, Inc. Final Geotechnical Data Report, Central Artery(I-93)/Tunnel (I-90) Project, Design Sections D007C and D007D (C07D2), Boston, MA. 
4. Haley and Aldrich, Inc. Final Geotechnical Report, Central Artery (I-93)/Tunnel (I-90) Project, Design Section D008A, Boston, MA. 
5. Maguire Group, Inc., and Frederic R. Harris, Inc. Final Report on Soil Stabilization and Testing Program, Central Artery (I-93)/Tunnel (I-90) Project, D009A, Boston, MA.
6. Maguire Group, Inc., and Frederic R. Harris, Inc. Supplemental Geotechnical Data Report, Central Artery (I-93)/Tunnel (I-90) Project, Design Section D009A, Boston, MA. 
7. Stone and Webster, Inc. (1996), Final Geotechnical Data Report, Central Artery (I-93)/Tunnel (I-90) Project, Design Section D019B, I-93 Viaducts and Ramps North of Charles River, Boston, MA.
 8. Barosh, P.J.; Kaye, C.A.; and Woodhouse, D. (1989), “Geology of the Boston Basin and Vicinity.” Civil Engineering Practice: Journal of the Boston Society of Civil Engineers, 4(1),39-52.
 9. McGinn, A.J., and O’Rourke, T.D. (2003), Performance of Deep Mixing Methods at Fort Point Channel, Cornell University, Ithaca, NY. 
10. AASHTO (2002), Standard Specifications for Highway Bridges, Washington, DC.
11. FHWA (1998), Design and Construction of Driven Foundations, Report No. FHWA-HI-97- 013, Washington, DC. 
12. Massachusetts Highway Department (1996), Pile Layout Plan: I-90 Logan Airport Interchange Arrivals Road, Tunnel, Contract C07D2, Drawing No. S-1162. 
13. Geosciences Testing and Research, Inc. (1997), Letter to RDA Construction Regarding Dynamic Load Test Results, Arrivals Tunnel: Round 1, May 5, 1997. 
14. Massachusetts Highway Department (1995), Interoffice Memorandum to File Regarding Hilton Heave, June 5, 1995. 
15. Massachusetts Highway Department (1995), Interoffice Memorandum to Lauren Cragg Regarding Hilton Heave, June 28, 1995.



DOI Link : NOT ASSIGNED

Download :
  V2I1232.pdf


Refbacks : Currently there are no Refbacks

Announcements


Authors are not required to pay any article-processing charges (APC) for their article to be published open access in Journal IJCERT. No charge is involved in any stage of the publication process, from administrating peer review to copy editing and hosting the final article on dedicated servers. This is free for all authors. 

News & Events


Latest issue :Volume 10 Issue 1 Articles In press

A plagiarism check will be implemented for all the articles using world-renowned software. Turnitin.


Digital Object Identifier will be assigned for all the articles being published in the Journal from September 2016 issue, i.e. Volume 3, Issue 9, 2016.


IJCERT is a member of the prestigious.Each of the IJCERT articles has its unique DOI reference.
DOI Prefix : 10.22362/ijcert


IJCERT is member of The Publishers International Linking Association, Inc. (“PILA”)


Emerging Sources Citation Index (in process)


IJCERT title is under evaluation by Scopus.


Key Dates


☞   INVITING SUBMISSIONS FOR THE NEXT ISSUE :
☞   LAST DATE OF SUBMISSION : 31st March 2023
☞  SUBMISSION TO FIRST DECISION :
In 7 Days
☞  FINAL DECISION :
IN 3 WEEKS FROM THE DAY OF SUBMISSION

Important Announcements


All the authors, conference coordinators, conveners, and guest editors kindly check their articles' originality before submitting them to IJCERT. If any material is found to be duplicate submission or sent to other journals when the content is in the process with IJCERT, fabricated data, cut and paste (plagiarized), at any stage of processing of material, IJCERT is bound to take the following actions.
1. Rejection of the article.
2. The author will be blocked for future communication with IJCERT if duplicate articles are submitted.
3. A letter regarding this will be posted to the Principal/Director of the Institution where the study was conducted.
4. A List of blacklisted authors will be shared among the Chief Editors of other prestigious Journals
We have been screening articles for plagiarism with a world-renowned tool: Turnitin However, it is only rejected if found plagiarized. This more stern action is being taken because of the illegal behavior of a handful of authors who have been involved in ethical misconduct. The Screening and making a decision on such articles costs colossal time and resources for the journal. It directly delays the process of genuine materials.

Citation Index


Citations Indices All
Citations 1026
h-index 14
i10-index 20
Source: Google Scholar

Acceptance Rate (By Year)


Acceptance Rate (By Year)
Year Rate
2021 10.8%
2020 13.6%
2019 15.9%
2018 14.5%
2017 16.6%
2016 15.8%
2015 18.2%
2014 20.6%

Important Links



Conference Proposal




DOI:10.22362/ijcert