GB1351992A - Method of stabilising an aboveground structure supported on or by a plurality of friction piles and the stabilisable structures per se - Google Patents

Method of stabilising an aboveground structure supported on or by a plurality of friction piles and the stabilisable structures per se

Info

Publication number
GB1351992A
GB1351992A GB1885971*[A GB1885971A GB1351992A GB 1351992 A GB1351992 A GB 1351992A GB 1885971 A GB1885971 A GB 1885971A GB 1351992 A GB1351992 A GB 1351992A
Authority
GB
United Kingdom
Prior art keywords
piles
stabilisable
stabilising
water
structure supported
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.)
Expired
Application number
GB1885971*[A
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.)
Shell Internationale Research Maatschappij BV
Original Assignee
Shell Internationale Research Maatschappij BV
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 Shell Internationale Research Maatschappij BV filed Critical Shell Internationale Research Maatschappij BV
Publication of GB1351992A publication Critical patent/GB1351992A/en
Expired 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
    • E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • 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
    • E02D5/226—Protecting 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
    • E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring 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
    • E02D5/74—Means for anchoring structural elements or bulkheads

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (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)
  • Fertilizers (AREA)

Abstract

1351992 Piles; well points SHELL INTERNATIONALE RESEARCH MAATSCHAPPIJ NV 3 June 1971 [5 June 1970] 18859/71 Headings E1F and E1H An above-ground structure is supported on a plurality of friction piles 20 which extend into a water-saturated, unconsolidated soil, each pile 20 being provided with perforations 22, 23 or a permeable portion which drains water from the surrounding soil to consolidate it, thus maintaining the water content of the soil at or below the level at which the structure is supported stably therein by said piles. A pump 25 discharges the water up a tube 24.
GB1885971*[A 1970-06-05 1971-06-03 Method of stabilising an aboveground structure supported on or by a plurality of friction piles and the stabilisable structures per se Expired GB1351992A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US4387570A 1970-06-05 1970-06-05

Publications (1)

Publication Number Publication Date
GB1351992A true GB1351992A (en) 1974-05-15

Family

ID=21929339

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1885971*[A Expired GB1351992A (en) 1970-06-05 1971-06-03 Method of stabilising an aboveground structure supported on or by a plurality of friction piles and the stabilisable structures per se

Country Status (6)

Country Link
US (1) US3646770A (en)
CA (1) CA950217A (en)
DE (1) DE2127615A1 (en)
FR (1) FR2095881A5 (en)
GB (1) GB1351992A (en)
NL (1) NL7107604A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0640522A1 (en) * 1993-08-31 1995-03-01 Petroleo Brasileiro S.A. - Petrobras Foundation system for tension leg platforms

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6036404A (en) * 1993-08-31 2000-03-14 Petroleo Brasileiro S.A.-Petrobras Foundation system for tension leg platforms
CN106638552A (en) * 2016-11-08 2017-05-10 广西大学 Permeable pipe pile system capable of accelerating consolidation and construction method thereof
CN109629568A (en) * 2018-12-30 2019-04-16 中交第三航务工程局有限公司江苏分公司 The process for sinking of the steady stake platform of offshore wind farm jacket foundation steel pipe pile floating
CN110144904A (en) * 2019-06-06 2019-08-20 招商局重庆交通科研设计院有限公司 It is a kind of to face upward inclined discharge structure and its construction method with anchoring function certainly
CN117773440B (en) * 2024-02-26 2024-04-19 广州文船重工有限公司 Movable inner container tool for wind power jacket

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2919552A (en) * 1953-09-02 1960-01-05 Hayward John Thomson Method of stabilizing submerged hulls on sand bottoms
US2895301A (en) * 1955-02-08 1959-07-21 California Research Corp Stabilization of submarine raft foundations
US3274782A (en) * 1963-07-05 1966-09-27 Richard E Landau Dewatering clayey and silty soil
US3550384A (en) * 1969-02-07 1970-12-29 Exxon Production Research Co Lateral restraint of pile within jacket leg

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0640522A1 (en) * 1993-08-31 1995-03-01 Petroleo Brasileiro S.A. - Petrobras Foundation system for tension leg platforms

Also Published As

Publication number Publication date
DE2127615A1 (en) 1971-12-09
CA950217A (en) 1974-07-02
NL7107604A (en) 1971-12-07
US3646770A (en) 1972-03-07
FR2095881A5 (en) 1972-02-11

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Legal Events

Date Code Title Description
PS Patent sealed [section 19, patents act 1949]
PCNP Patent ceased through non-payment of renewal fee