View in EDS

Bearing capacity of batter piles embedded in sandy soil.

Saved in:
Bibliographic Details
Title: Bearing capacity of batter piles embedded in sandy soil.
Authors: Al-Neami, Mohammed A.1, Rahil, Falah H.1, Al-Bayati, Khaldoon S.1
Source: International Journal of Geotechnical Engineering. Nov2016, Vol. 10 Issue 5, p529-532. 4p.
Abstract: This paper introduces an attempt to examine the effect of batter angle of a single pile model on its ultimate vertical load capacity. A 32-steel solid pile models are used in this research. Three lengths of piles are selected (300, 400, and 500 mm) for embedment ratios (depth to width,L/D) = 15, 20 and 25, respectively. Batter pile is embedded in three different relative densities of sand (loose, medium and dense sand bed). The constant rate penetration test (CRPT) method was selected using a manufactured driving hammer to install the pile models in a steel box with dimensions 1000, 750 and 700 mm. The vertical load is conducted monotonically by a special hydraulic apparatus. The results indicate there is an optimum batter angle 20° that gave a higher load capacity. Pile load capacity is highly affected by relative density and less affected byL/Dratio. [ABSTRACT FROM PUBLISHER]
Copyright of International Journal of Geotechnical Engineering is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
FullText Text:
  Availability: 0
Header DbId: egs
DbLabel: Engineering Source
An: 118553559
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: Bearing capacity of batter piles embedded in sandy soil.
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Al-Neami%2C+Mohammed+A%2E%22">Al-Neami, Mohammed A.</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Rahil%2C+Falah+H%2E%22">Rahil, Falah H.</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Al-Bayati%2C+Khaldoon+S%2E%22">Al-Bayati, Khaldoon S.</searchLink><relatesTo>1</relatesTo>
– Name: TitleSource
  Label: Source
  Group: Src
  Data: <searchLink fieldCode="JN" term="%22International+Journal+of+Geotechnical+Engineering%22">International Journal of Geotechnical Engineering</searchLink>. Nov2016, Vol. 10 Issue 5, p529-532. 4p.
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: This paper introduces an attempt to examine the effect of batter angle of a single pile model on its ultimate vertical load capacity. A 32-steel solid pile models are used in this research. Three lengths of piles are selected (300, 400, and 500 mm) for embedment ratios (depth to width,L/D) = 15, 20 and 25, respectively. Batter pile is embedded in three different relative densities of sand (loose, medium and dense sand bed). The constant rate penetration test (CRPT) method was selected using a manufactured driving hammer to install the pile models in a steel box with dimensions 1000, 750 and 700 mm. The vertical load is conducted monotonically by a special hydraulic apparatus. The results indicate there is an optimum batter angle 20° that gave a higher load capacity. Pile load capacity is highly affected by relative density and less affected byL/Dratio. [ABSTRACT FROM PUBLISHER]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of International Journal of Geotechnical Engineering is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=118553559
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.1080/19386362.2016.1203094
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 4
        StartPage: 529
    Titles:
      – TitleFull: Bearing capacity of batter piles embedded in sandy soil.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: Al-Neami, Mohammed A.
      – PersonEntity:
          Name:
            NameFull: Rahil, Falah H.
      – PersonEntity:
          Name:
            NameFull: Al-Bayati, Khaldoon S.
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 01
              M: 11
              Text: Nov2016
              Type: published
              Y: 2016
          Identifiers:
            – Type: issn-print
              Value: 19386362
          Numbering:
            – Type: volume
              Value: 10
            – Type: issue
              Value: 5
          Titles:
            – TitleFull: International Journal of Geotechnical Engineering
              Type: main
ResultId 1