GB1227993A - - Google Patents

Info

Publication number
GB1227993A
GB1227993A GB1227993DA GB1227993A GB 1227993 A GB1227993 A GB 1227993A GB 1227993D A GB1227993D A GB 1227993DA GB 1227993 A GB1227993 A GB 1227993A
Authority
GB
United Kingdom
Prior art keywords
sand
cable
granular material
anchorage
fluidizing
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
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 filed Critical
Publication of GB1227993A publication Critical patent/GB1227993A/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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors

Abstract

1,227,993. End attachments for cables. O. C. ZIENKIEWICZ, K. G. STAGG, D. H. TROLLOPE. 14 Jan., 1969 [26 Jan., 1968], No. 4339/68. Heading DIT. [Also in Divisions E1 and E2] A cable C is anchored in a hole A bored in the ground by means of a piston like anchorage member D attached to the end thereof and a granular material e.g. sand filling the hole. The sand is compacted by vibrating the members C and D, or by fluidizing the granular material using water injected through a pipe E which may be formed down the centre of the cable or attached thereto. Several different forms of anchorage member are disclosed. The sand may also be compacted by successively loading and unloading the cable. The anchorage member may be removed by fluidizing the granular material. After formation of the anchorage grout may be injected through the pipe at low pressure to penetrate the pores of the sand without causing fluidization.
GB1227993D 1968-01-26 1968-01-26 Expired GB1227993A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB433968 1968-01-26

Publications (1)

Publication Number Publication Date
GB1227993A true GB1227993A (en) 1971-04-15

Family

ID=9775328

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1227993D Expired GB1227993A (en) 1968-01-26 1968-01-26

Country Status (1)

Country Link
GB (1) GB1227993A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0585537A1 (en) * 1992-08-20 1994-03-09 Dyckerhoff & Widmann Ag Supporting element protected against corrosion for an earth or rock anchor, pressure pile or the like

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0585537A1 (en) * 1992-08-20 1994-03-09 Dyckerhoff & Widmann Ag Supporting element protected against corrosion for an earth or rock anchor, pressure pile or the like

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Legal Events

Date Code Title Description
PS Patent sealed