AU2002353250A1 - Method for increasing load-bearing capacity of soil - Google Patents

Method for increasing load-bearing capacity of soil

Info

Publication number
AU2002353250A1
AU2002353250A1 AU2002353250A AU2002353250A AU2002353250A1 AU 2002353250 A1 AU2002353250 A1 AU 2002353250A1 AU 2002353250 A AU2002353250 A AU 2002353250A AU 2002353250 A AU2002353250 A AU 2002353250A AU 2002353250 A1 AU2002353250 A1 AU 2002353250A1
Authority
AU
Australia
Prior art keywords
soil
bearing capacity
increasing load
load
increasing
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
AU2002353250A
Other languages
English (en)
Inventor
Vilmos Bela Matyas
Gyorgy Seres
Gabor Telekes
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of AU2002353250A1 publication Critical patent/AU2002353250A1/en
Abandoned legal-status Critical Current

Links

Classifications

    • 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
    • E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
    • E02D3/054—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil involving penetration of the soil, e.g. vibroflotation
    • 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
    • E02D27/12—Pile foundations
    • E02D27/14—Pile framings, i.e. piles assembled to form the substructure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/26—Compacting soil locally before forming foundations; Construction of foundation structures by forcing binding substances into gravel fillings
    • 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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length

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)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
AU2002353250A 2002-07-08 2002-12-20 Method for increasing load-bearing capacity of soil Abandoned AU2002353250A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
HUP0202208 2002-07-08
HU0202208A HU225407B1 (en) 2002-07-08 2002-07-08 Procedure for augmentation physical parameters and bearing capacity of ground and for diminution time of consolidation and expected consolidation settlement of thereof
PCT/HU2002/000156 WO2004005626A1 (en) 2002-07-08 2002-12-20 Method for increasing load-bearing capacity of soil

Publications (1)

Publication Number Publication Date
AU2002353250A1 true AU2002353250A1 (en) 2004-01-23

Family

ID=89980604

Family Applications (1)

Application Number Title Priority Date Filing Date
AU2002353250A Abandoned AU2002353250A1 (en) 2002-07-08 2002-12-20 Method for increasing load-bearing capacity of soil

Country Status (4)

Country Link
EP (1) EP1521886A1 (enExample)
AU (1) AU2002353250A1 (enExample)
HU (1) HU225407B1 (enExample)
WO (1) WO2004005626A1 (enExample)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7226246B2 (en) 2000-06-15 2007-06-05 Geotechnical Reinforcement, Inc. Apparatus and method for building support piers from one or successive lifts formed in a soil matrix
GB2403964B (en) * 2003-07-18 2006-09-27 Roxbury Ltd Ground improvement
GB2437960B (en) * 2006-05-08 2008-08-13 Aqs Holdings Ltd Ground engineering method
CN101974898B (zh) * 2010-11-03 2011-12-14 成都四海岩土工程有限公司 一种碾压砼垫层换填方法
CN106337411B (zh) * 2016-08-30 2018-07-31 中国十七冶集团有限公司 一种载体桩的预制桩及施工方法
CN108708364A (zh) * 2018-06-06 2018-10-26 中国电建集团山东电力建设有限公司 Ddc桩基施工工艺
CN110761264A (zh) * 2019-10-18 2020-02-07 中国有色金属工业昆明勘察设计研究院有限公司 一种滨海淤泥软土地基二次强夯碎石置换加固方法
CN115852932B (zh) * 2023-02-13 2024-02-23 北京波森特岩土工程有限公司 一种载体桩的施工方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR388552A (fr) * 1908-03-27 1908-08-17 Armand Gabriel Considere Formation, à la base des pieux, de bases élargies
AT296168B (de) * 1968-11-05 1972-02-10 Ignaz Dipl Ing Zeissl Verfahren zur Herstellung eines abschnittsweise hergestellten Ortbetonpfahles mittels eines Dieselrammbären und eines Rammrohres
US3842609A (en) * 1972-10-20 1974-10-22 Gilberd Hadfield Pile Co Ltd Piling methods
NL1007690C2 (nl) * 1997-12-04 1999-06-09 Ballast Nedam Funderingstechni Werkwijze en inrichting voor het in een ondergrond aanbrengen van een paal.
AU2001269847A1 (en) * 2000-06-15 2001-12-24 Geotechnical Reinforcement Company, Inc. Lateral displacement pier and method of installing the same

Also Published As

Publication number Publication date
EP1521886A1 (en) 2005-04-13
HUP0202208A2 (hu) 2003-12-29
HU225407B1 (en) 2006-11-28
WO2004005626A1 (en) 2004-01-15
HU0202208D0 (enExample) 2002-09-28

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Legal Events

Date Code Title Description
MK6 Application lapsed section 142(2)(f)/reg. 8.3(3) - pct applic. not entering national phase