NZ712647A - Pile axial capacity enhancer - Google Patents

Pile axial capacity enhancer

Info

Publication number
NZ712647A
NZ712647A NZ712647A NZ71264714A NZ712647A NZ 712647 A NZ712647 A NZ 712647A NZ 712647 A NZ712647 A NZ 712647A NZ 71264714 A NZ71264714 A NZ 71264714A NZ 712647 A NZ712647 A NZ 712647A
Authority
NZ
New Zealand
Prior art keywords
pile
increasing
capacity
enhancer
axial holding
Prior art date
Application number
NZ712647A
Inventor
Sangsoo Ryu
Jean M Audibert
Original Assignee
Exxonmobil Upstream Res Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Exxonmobil Upstream Res Co filed Critical Exxonmobil Upstream Res Co
Publication of NZ712647A publication Critical patent/NZ712647A/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/48Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/223Details of top sections of foundation piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E02D5/526Connection means between pile segments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal
    • E02D2200/1664Shapes polygonal made from multiple elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1685Shapes cylindrical

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The present disclosure addresses increasing the axial holding capacity of a pile by adding a capacity enhancer in the form of an external ring, cylindrical or otherwise, to the pile, often at the bottom of the pile. Adding the capacity enhancer to the pile increases the axial holding capacity by increasing the surface area of the pile and maximizing the use of the higher soil strength by engaging the higher strength of the deepest soil layer. The axial holding capacity is increased without increasing the overall diameter of the pile or its length, and with a very nominal increase in total weight.
NZ712647A 2013-03-13 2014-01-27 Pile axial capacity enhancer NZ712647A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US201361780040P 2013-03-13 2013-03-13
PCT/US2014/013227 WO2014158334A1 (en) 2013-03-13 2014-01-27 Pile axial capacity enhancer

Publications (1)

Publication Number Publication Date
NZ712647A true NZ712647A (en) 2016-07-29

Family

ID=51624992

Family Applications (1)

Application Number Title Priority Date Filing Date
NZ712647A NZ712647A (en) 2013-03-13 2014-01-27 Pile axial capacity enhancer

Country Status (8)

Country Link
US (1) US20160010303A1 (en)
EP (1) EP2971372B1 (en)
AU (1) AU2014242367C1 (en)
BR (1) BR112015018800A2 (en)
CA (1) CA2900907C (en)
NZ (1) NZ712647A (en)
SG (1) SG11201506120RA (en)
WO (1) WO2014158334A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116290122B (en) * 2022-10-20 2023-08-11 中国科学院西北生态环境资源研究院 Use method of anti-freezing and anti-thawing device

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2846852A (en) * 1955-08-15 1958-08-12 Horace Williams Company Inc W Mud ring for the development of passive resistance in soft soils
US3691776A (en) * 1969-12-19 1972-09-19 Raymond Int Inc Expansive base pile construction
SE9402147L (en) * 1994-06-17 1995-12-18 Geo Engineering Ab Device and method for increasing the carrying capacity of the pile
US6719496B1 (en) * 1997-11-01 2004-04-13 Shell Oil Company ROV installed suction piles
KR20040052779A (en) * 2004-03-20 2004-06-23 윤 용 송 Pile with an Extended Head and working method of the same
CN100478525C (en) * 2004-11-12 2009-04-15 丁锦良 Composite pile foundation construction method
US20070243063A1 (en) * 2006-03-17 2007-10-18 Schellstede Herman J Offshore wind turbine structures and methods therefor
US8506206B2 (en) * 2010-10-08 2013-08-13 9267-9075 Quebec Inc. Composite pile formed of interconnected rigid hollow tubes

Also Published As

Publication number Publication date
EP2971372B1 (en) 2018-04-25
SG11201506120RA (en) 2015-09-29
CA2900907A1 (en) 2014-10-02
US20160010303A1 (en) 2016-01-14
AU2014242367C1 (en) 2016-10-20
CA2900907C (en) 2017-09-05
BR112015018800A2 (en) 2017-07-18
EP2971372A4 (en) 2016-11-09
WO2014158334A1 (en) 2014-10-02
AU2014242367A1 (en) 2015-10-15
AU2014242367B2 (en) 2016-06-02
EP2971372A1 (en) 2016-01-20

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Legal Events

Date Code Title Description
PSEA Patent sealed
LAPS Patent lapsed