FR2279108A1 - Measurement of consolidation and permeability coeffts. of ground - using permeameter with constant water press applied during test - Google Patents

Measurement of consolidation and permeability coeffts. of ground - using permeameter with constant water press applied during test

Info

Publication number
FR2279108A1
FR2279108A1 FR7420794A FR7420794A FR2279108A1 FR 2279108 A1 FR2279108 A1 FR 2279108A1 FR 7420794 A FR7420794 A FR 7420794A FR 7420794 A FR7420794 A FR 7420794A FR 2279108 A1 FR2279108 A1 FR 2279108A1
Authority
FR
France
Prior art keywords
permeameter
consolidation
permeability
ground
coeffts
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.)
Granted
Application number
FR7420794A
Other languages
French (fr)
Other versions
FR2279108B1 (en
Inventor
Claude Mieussens
Pierre Ducasse
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.)
Etat Francais
Original Assignee
Etat Francais
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 Etat Francais filed Critical Etat Francais
Priority to FR7420794A priority Critical patent/FR2279108A1/en
Publication of FR2279108A1 publication Critical patent/FR2279108A1/en
Application granted granted Critical
Publication of FR2279108B1 publication Critical patent/FR2279108B1/fr
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample
    • G01N15/0826Investigating permeability by forcing a fluid through a sample and measuring fluid flow rate, i.e. permeation rate or pressure change
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/24Earth materials

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Immunology (AREA)
  • General Physics & Mathematics (AREA)
  • Pathology (AREA)
  • Engineering & Computer Science (AREA)
  • General Health & Medical Sciences (AREA)
  • Biochemistry (AREA)
  • Analytical Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Medicinal Chemistry (AREA)
  • Food Science & Technology (AREA)
  • Remote Sensing (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Fluid Mechanics (AREA)
  • Dispersion Chemistry (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

A permeameter is used to measure volume of water injected or released by ground under investigation. Pressure or vacuum conditions can be applied for the test duration. This method permits measurements of coefficients of consolidation and permeability without the errors presented by existing methods. A piston (2b) in a chamber (a) is controlled by a shaft (2c) driven by an electric motor order to inject or extract water (1) through a permeameter connected to the pipe, (7). Water pressure is maintained constant at a particular value by mercury (9) in contact with oil (13) in the arms of a U-tube (8). This is connected to the permeameter through a tube (12) connected to an oil to water exchanger, (11).
FR7420794A 1974-06-14 1974-06-14 Measurement of consolidation and permeability coeffts. of ground - using permeameter with constant water press applied during test Granted FR2279108A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR7420794A FR2279108A1 (en) 1974-06-14 1974-06-14 Measurement of consolidation and permeability coeffts. of ground - using permeameter with constant water press applied during test

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR7420794A FR2279108A1 (en) 1974-06-14 1974-06-14 Measurement of consolidation and permeability coeffts. of ground - using permeameter with constant water press applied during test

Publications (2)

Publication Number Publication Date
FR2279108A1 true FR2279108A1 (en) 1976-02-13
FR2279108B1 FR2279108B1 (en) 1976-12-24

Family

ID=9140101

Family Applications (1)

Application Number Title Priority Date Filing Date
FR7420794A Granted FR2279108A1 (en) 1974-06-14 1974-06-14 Measurement of consolidation and permeability coeffts. of ground - using permeameter with constant water press applied during test

Country Status (1)

Country Link
FR (1) FR2279108A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2403545A1 (en) * 1977-09-19 1979-04-13 Viguie Francois Soil water seepage measuring device - has constant pressure reservoir which fills graduated reservoir feeding water to soil
CN109633131A (en) * 2019-01-29 2019-04-16 长沙理工大学 The soft rock matric suction balancing device and matric suction measurement method of controllable temperature pressure control

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2403545A1 (en) * 1977-09-19 1979-04-13 Viguie Francois Soil water seepage measuring device - has constant pressure reservoir which fills graduated reservoir feeding water to soil
CN109633131A (en) * 2019-01-29 2019-04-16 长沙理工大学 The soft rock matric suction balancing device and matric suction measurement method of controllable temperature pressure control
CN109633131B (en) * 2019-01-29 2021-05-14 长沙理工大学 Temperature-controllable and pressure-controllable soft rock matrix suction balancing device and matrix suction measuring method

Also Published As

Publication number Publication date
FR2279108B1 (en) 1976-12-24

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Legal Events

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ST Notification of lapse