AU2001269847A1 - Lateral displacement pier and method of installing the same - Google Patents

Lateral displacement pier and method of installing the same

Info

Publication number
AU2001269847A1
AU2001269847A1 AU2001269847A AU6984701A AU2001269847A1 AU 2001269847 A1 AU2001269847 A1 AU 2001269847A1 AU 2001269847 A AU2001269847 A AU 2001269847A AU 6984701 A AU6984701 A AU 6984701A AU 2001269847 A1 AU2001269847 A1 AU 2001269847A1
Authority
AU
Australia
Prior art keywords
installing
same
lateral displacement
displacement pier
pier
Prior art date
Legal status (The legal status 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 status listed.)
Abandoned
Application number
AU2001269847A
Inventor
Nathaniel S. Fox
Gale M. Peterson Jr.
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Geotechnical Reinforcement Co Inc
Original Assignee
Geotechnical Reinforcement Co Inc
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
Priority to US21177300P priority Critical
Priority to US60211773 priority
Application filed by Geotechnical Reinforcement Co Inc filed Critical Geotechnical Reinforcement Co Inc
Priority to PCT/US2001/019214 priority patent/WO2001096669A1/en
Publication of AU2001269847A1 publication Critical patent/AU2001269847A1/en
Abandoned legal-status Critical Current

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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/44Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/08Improving by compacting by inserting stones or lost bodies, e.g. compaction 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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
    • 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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • 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
    • E02D5/72Pile shoes
    • 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
    • E02D7/20Placing by pressure or pulling power
AU2001269847A 2000-06-15 2001-06-15 Lateral displacement pier and method of installing the same Abandoned AU2001269847A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
US21177300P true 2000-06-15 2000-06-15
US60211773 2000-06-15
PCT/US2001/019214 WO2001096669A1 (en) 2000-06-15 2001-06-15 Lateral displacement pier and method of installing the same

Publications (1)

Publication Number Publication Date
AU2001269847A1 true AU2001269847A1 (en) 2001-12-24

Family

ID=22788305

Family Applications (1)

Application Number Title Priority Date Filing Date
AU2001269847A Abandoned AU2001269847A1 (en) 2000-06-15 2001-06-15 Lateral displacement pier and method of installing the same

Country Status (4)

Country Link
US (3) US6425713B2 (en)
EP (1) EP1337717A4 (en)
AU (1) AU2001269847A1 (en)
WO (1) WO2001096669A1 (en)

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US8152415B2 (en) 2000-06-15 2012-04-10 Geopier Foundation Company, Inc. Method and apparatus for building support piers from one or more successive lifts formed in a soil matrix
WO2001096669A1 (en) 2000-06-15 2001-12-20 Geotechnical Reinforcement Company, Inc. Lateral displacement pier and method of installing the same
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US9915050B2 (en) * 2009-06-24 2018-03-13 Geopier Foundation Company, Inc. Apparatus and method for ground improvement
US8328470B2 (en) * 2009-06-24 2012-12-11 Geopier Foundation Company, Inc. Apparatus and method for ground improvement
US9637882B2 (en) 2009-09-03 2017-05-02 Geopier Foundation Company, Inc. Method and apparatus for making an expanded base pier
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JP5881834B2 (en) * 2011-10-13 2016-03-09 エンパイア テクノロジー ディベロップメント エルエルシー Soil improvement
KR101214376B1 (en) * 2011-10-31 2012-12-24 한국지질자원연구원 Holder for measuring permeability of unconsolidated sediment
CA2874772C (en) * 2012-06-07 2020-07-07 Geopier Foundation Company, Inc. Soil reinforcement system including angled soil reinforcement elements to resist seismic shear forces and methods of making same
PE20161195A1 (en) * 2013-09-05 2016-11-27 Geopier Found Co Inc METHODS AND APPARATUS FOR THE COMPACTION OF EARTH AND GRANULAR MATERIALS
JP6260931B2 (en) * 2013-12-04 2018-01-17 株式会社大林組 Steel pipe pile and its embedding method
JP6416139B2 (en) * 2016-02-04 2018-10-31 Jfeスチール株式会社 Cast-in-place pile and its construction method
CN106049562B (en) * 2016-07-18 2018-02-16 昆山市建设工程质量检测中心 A kind of height of the fall adjusting means for pile foundation high strain monitoring
EP3351687B1 (en) * 2017-01-24 2019-04-03 Franki Grundbau GmbH & Co. KG Method of making a pile
MX2019015001A (en) * 2017-06-12 2020-02-26 Ppi Eng & Construction Services Llc Combination pier.
JOP20180087A1 (en) * 2017-09-29 2019-03-29 Rosenergoatom Method of compaction of bases composed of weak mineral soils
EP3517687B1 (en) * 2018-01-26 2020-08-05 Keller Holding GmbH Method for compaction detection and control when compacting soil using deep vibrator
JP2020165206A (en) * 2019-03-29 2020-10-08 株式会社不動テトラ Compaction ground improvement method
US10640945B1 (en) * 2019-05-03 2020-05-05 Bahman Niroumand Systems and methods for making compacted aggregate piers in a soil matrix
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CN111395319A (en) * 2020-03-23 2020-07-10 江西基业科技有限公司 Construction method of full-ramming type secondary soil squeezing single-head club-footed pile

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Also Published As

Publication number Publication date
US6988855B2 (en) 2006-01-24
US6425713B2 (en) 2002-07-30
EP1337717A4 (en) 2004-09-22
EP1337717A1 (en) 2003-08-27
WO2001096669A1 (en) 2001-12-20
US20030039513A1 (en) 2003-02-27
US20020009337A1 (en) 2002-01-24
US20040170477A1 (en) 2004-09-02
US6688815B2 (en) 2004-02-10

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