GB1492325A - Vane test probe primarily for underwater use - Google Patents

Vane test probe primarily for underwater use

Info

Publication number
GB1492325A
GB1492325A GB2946775A GB2946775A GB1492325A GB 1492325 A GB1492325 A GB 1492325A GB 2946775 A GB2946775 A GB 2946775A GB 2946775 A GB2946775 A GB 2946775A GB 1492325 A GB1492325 A GB 1492325A
Authority
GB
United Kingdom
Prior art keywords
piston
cylinder
shaft
vane
coupling
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
GB2946775A
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.)
SOIL INSTR Ltd
Golder Hoek and Associates Ltd
Original Assignee
SOIL INSTR Ltd
Golder Hoek and Associates Ltd
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 SOIL INSTR Ltd, Golder Hoek and Associates Ltd filed Critical SOIL INSTR Ltd
Priority to GB2946775A priority Critical patent/GB1492325A/en
Publication of GB1492325A publication Critical patent/GB1492325A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • E02D1/022Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/24Investigating strength properties of solid materials by application of mechanical stress by applying steady shearing forces

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Chemical & Material Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Analytical Chemistry (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Biochemistry (AREA)
  • Immunology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Pathology (AREA)
  • Soil Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

1492325 Measuring shear strength of soils SOIL INSTRUMENTS Ltd and GOLDER HOEK & ASSOCIATES Ltd 9 July 1976 [14 July 1975] 29467/75 Heading G1S A probe for measuring the shear strength of soils, particularly that of underwater sediments, comprises a casing 1 with one end defining a cylinder 3 having an open end and housing a piston 4, a coupling 9 for connection to a test vane 30, Fig.2, a drive housed in the casing for applying a torque through the coupling to the vane and means to move the piston 4 away from the open end of the casing whereby the vane and case are drawn into the soil by the suction created. Piston 4 is connected to piston 5 within a cylinder 8, the cylinder 8 being connected to hydraulic lines 6, 7 connected to supply lines A, B. A non-return valve 20 is included in line 7, and a bleed valve 21 is connected to the lower part of cylinder 8. The drive comprises a piston 15 slidable but non rotatable in cylinder 16, hydraulic lines 17, 18 coupling the cylinder 16 to lines A, B, a rotatable but axially immovable shaft 10 connected to coupling 9, a member 12 rigidly connected to shaft 10 and having a helical channel 13, and rollers (not shown) at 14 carried by piston 15 and engaging channel 13. Shaft 10 carries a strain gauge 19 for measuring the torque applied. In use, with pistons 4, 5 in their lower positions and piston 15 in its upper position, the probe is lowered down a borehole and the vane 30 penetrates the soil on impact. Hydraulic pressure applied to line A causes piston 5 and hence piston 4 to move to their upper positions, the suction induced in cylinder 3 causing the vane and casing to penetrate further into the soils. Hydraulic pressure is then applied to line B to cause piston 15 to move downwardly to apply torque to the vane, movement of pistons 4, 5 being prevented by non-return valve 20. In the detailed construction shown in Fig.2, shaft 10 is hollow and carries wires 31 from strain gauge 19. The shaft 10 acts as the supply line A and includes ports 32, 33 for applying pressure to pistons 5 and 15. Supply line B applies pressure to piston 15 via coupling 34 and line 17, and conduit 6 extends through shaft 10 to a port 35. Piston 15 is restrained from rotation by pins 36A engaging a slot 36. Thrust bearings 37, 38 locate shaft 10 longitudinally.
GB2946775A 1976-07-09 1976-07-09 Vane test probe primarily for underwater use Expired GB1492325A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB2946775A GB1492325A (en) 1976-07-09 1976-07-09 Vane test probe primarily for underwater use

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB2946775A GB1492325A (en) 1976-07-09 1976-07-09 Vane test probe primarily for underwater use

Publications (1)

Publication Number Publication Date
GB1492325A true GB1492325A (en) 1977-11-16

Family

ID=10292025

Family Applications (1)

Application Number Title Priority Date Filing Date
GB2946775A Expired GB1492325A (en) 1976-07-09 1976-07-09 Vane test probe primarily for underwater use

Country Status (1)

Country Link
GB (1) GB1492325A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2165950A (en) * 1984-08-23 1986-04-23 Toa Harbor Works Co Ltd Measuring pile skin friction
CN107655764A (en) * 2017-10-31 2018-02-02 西北工业大学 Thermopower coupled field viscoplastic material creep test system
CN109060558A (en) * 2018-06-19 2018-12-21 西北工业大学 Thermo-electrically-couple of force close shearing off field, creep, fatigue radial type test macro

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2165950A (en) * 1984-08-23 1986-04-23 Toa Harbor Works Co Ltd Measuring pile skin friction
CN107655764A (en) * 2017-10-31 2018-02-02 西北工业大学 Thermopower coupled field viscoplastic material creep test system
CN109060558A (en) * 2018-06-19 2018-12-21 西北工业大学 Thermo-electrically-couple of force close shearing off field, creep, fatigue radial type test macro

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Legal Events

Date Code Title Description
PS Patent sealed
PCNP Patent ceased through non-payment of renewal fee