PH12018500218B1 - Open-bottom extensible shells and related methods for constructing a support pier - Google Patents

Open-bottom extensible shells and related methods for constructing a support pier

Info

Publication number
PH12018500218B1
PH12018500218B1 PH12018500218A PH12018500218A PH12018500218B1 PH 12018500218 B1 PH12018500218 B1 PH 12018500218B1 PH 12018500218 A PH12018500218 A PH 12018500218A PH 12018500218 A PH12018500218 A PH 12018500218A PH 12018500218 B1 PH12018500218 B1 PH 12018500218B1
Authority
PH
Philippines
Prior art keywords
shell
constructing
support pier
interior
related methods
Prior art date
Application number
PH12018500218A
Other versions
PH12018500218A1 (en
Inventor
David J White
Original Assignee
Geopier Found 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 claimed from US14/809,579 external-priority patent/US9567723B2/en
Application filed by Geopier Found Co Inc filed Critical Geopier Found Co Inc
Publication of PH12018500218A1 publication Critical patent/PH12018500218A1/en
Publication of PH12018500218B1 publication Critical patent/PH12018500218B1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/18—Foundations formed by making use of caissons
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1685—Shapes cylindrical
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0053—Production methods using suction or vacuum techniques

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Soil Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Bridges Or Land Bridges (AREA)
  • Revetment (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Extensible shells and related methods for constructing a support pier are disclosed. An extensible shell can define an interior for holding granular construction material and define a first opening at a first end for receiving the granular construction material into the interior and a second opening at a second end. The extensible shell can be flexible such that the shell expands when granular construction material is compacted in the interior of the shell. A method may include positioning the extensible shell in the ground and filling at least a portion of the interior of the shell with the granular construction material. The granular construction material may be compacted in the interior of the extensible shell to form a support pier.
PH12018500218A 2015-07-27 2018-01-26 Open-bottom extensible shells and related methods for constructing a support pier PH12018500218B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US14/809,579 US9567723B2 (en) 2010-09-13 2015-07-27 Open-end extensible shells and related methods for constructing a support pier
PCT/US2016/044038 WO2017019682A1 (en) 2015-07-27 2016-07-26 Open-bottom extensible shells and related methods for constructing a support pier

Publications (2)

Publication Number Publication Date
PH12018500218A1 PH12018500218A1 (en) 2018-08-13
PH12018500218B1 true PH12018500218B1 (en) 2018-08-13

Family

ID=57885296

Family Applications (1)

Application Number Title Priority Date Filing Date
PH12018500218A PH12018500218B1 (en) 2015-07-27 2018-01-26 Open-bottom extensible shells and related methods for constructing a support pier

Country Status (10)

Country Link
EP (1) EP3329053A4 (en)
KR (1) KR102535225B1 (en)
AU (1) AU2016298233B2 (en)
CA (1) CA2993469C (en)
CO (1) CO2018000746A2 (en)
CR (1) CR20180059A (en)
MX (1) MX2018000906A (en)
NZ (1) NZ739321A (en)
PH (1) PH12018500218B1 (en)
WO (1) WO2017019682A1 (en)

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE306750C (en) *
US1404925A (en) * 1918-03-16 1922-01-31 Blumenthal Maurice Method of and apparatus for making foundations
JPS4824975Y1 (en) * 1970-03-04 1973-07-20
US3798867A (en) 1972-03-02 1974-03-26 B Starling Structural method and apparatus
US3928979A (en) * 1973-05-22 1975-12-30 Chiyoda Chem Eng Construct Co Flexible sand drain formed in a casing
US4397588A (en) * 1981-01-23 1983-08-09 Vibroflotation Foundation Company Method of constructing a compacted granular or stone column in soil masses and apparatus therefor
JPS61113921A (en) * 1985-11-15 1986-05-31 Penta Ocean Constr Co Ltd Method of improving soft ground by means of sand drain
JP3506350B2 (en) * 1996-07-30 2004-03-15 株式会社ジオトップ Construction method of foundation pile
JP3681902B2 (en) * 1998-07-31 2005-08-10 日特建設株式会社 Seismic ground reinforcement method
US6354766B1 (en) * 1999-02-09 2002-03-12 Geotechnical Reinforcement Company, Inc. Methods for forming a short aggregate pier and a product formed from said methods
DE10310727B4 (en) * 2003-03-12 2007-09-13 Bauer Spezialtiefbau Gmbh filling pipe
KR100576644B1 (en) * 2003-07-10 2006-05-08 임철웅 Method for improving seabed field and aggregate-packing upside-reinforcement pile
CA2443759C (en) * 2003-10-17 2008-09-16 Casey Moroschan Foam pile system
US7963724B2 (en) * 2004-10-27 2011-06-21 Geopier Foundation Company, Inc. Method of providing a support column
US7488139B2 (en) * 2005-09-29 2009-02-10 Geopier Foundation Company, Inc. Pyramidal or conical shaped tamper heads and method of use for making rammed aggregate piers
US8221033B2 (en) * 2009-09-12 2012-07-17 Geopier Foundation Company, Inc. Extensible shells and related methods for constructing a support pier
US9567723B2 (en) * 2010-09-13 2017-02-14 Geopier Foundation Company, Inc. Open-end extensible shells and related methods for constructing a support pier
JP4915827B1 (en) * 2011-07-01 2012-04-11 グラウンドシステム株式会社 Ground strengthening system and ground strengthening method
CN104674778A (en) * 2013-11-27 2015-06-03 仪征市双友土工合成材料有限公司 Hot-welded geotechnical cloth
DE102014101914B3 (en) * 2014-02-14 2015-06-25 Huesker Synthetic Gmbh Tubing of geotextile material and method for stabilization of the substrate and method for introducing a grout anchor

Also Published As

Publication number Publication date
KR102535225B1 (en) 2023-05-19
NZ739321A (en) 2023-06-30
MX2018000906A (en) 2018-07-06
EP3329053A1 (en) 2018-06-06
AU2016298233A1 (en) 2018-02-15
CA2993469C (en) 2024-01-02
AU2016298233B2 (en) 2021-08-12
CO2018000746A2 (en) 2018-04-19
PH12018500218A1 (en) 2018-08-13
KR20180034584A (en) 2018-04-04
EP3329053A4 (en) 2019-03-27
CR20180059A (en) 2018-04-20
CA2993469A1 (en) 2017-02-02
WO2017019682A1 (en) 2017-02-02

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