CA2009349C - Methode et dispositif pour la determination in situ des proprietes rheologiques de materiaux de la terre - Google Patents
Methode et dispositif pour la determination in situ des proprietes rheologiques de materiaux de la terreInfo
- Publication number
- CA2009349C CA2009349C CA 2009349 CA2009349A CA2009349C CA 2009349 C CA2009349 C CA 2009349C CA 2009349 CA2009349 CA 2009349 CA 2009349 A CA2009349 A CA 2009349A CA 2009349 C CA2009349 C CA 2009349C
- Authority
- CA
- Canada
- Prior art keywords
- penetrometer
- conical
- conical portion
- earth material
- taper angle
- 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 - Fee Related
Links
- 239000000463 material Substances 0.000 title claims abstract description 70
- 238000000034 method Methods 0.000 title claims abstract description 43
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 13
- 230000035515 penetration Effects 0.000 claims abstract description 36
- 230000001419 dependent effect Effects 0.000 claims abstract description 17
- 238000012360 testing method Methods 0.000 claims description 46
- 239000002689 soil Substances 0.000 claims description 29
- 238000006073 displacement reaction Methods 0.000 claims description 17
- 230000000875 corresponding effect Effects 0.000 claims description 14
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 claims description 6
- 235000002639 sodium chloride Nutrition 0.000 claims description 6
- 239000011780 sodium chloride Substances 0.000 claims description 6
- 238000005553 drilling Methods 0.000 claims description 5
- 238000012544 monitoring process Methods 0.000 claims description 5
- 239000003415 peat Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000004927 clay Substances 0.000 claims description 2
- 230000002596 correlated effect Effects 0.000 claims description 2
- 229920006395 saturated elastomer Polymers 0.000 claims description 2
- 238000013461 design Methods 0.000 description 3
- 238000009472 formulation Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 239000000523 sample Substances 0.000 description 3
- 239000011148 porous material Substances 0.000 description 2
- KWYUFKZDYYNOTN-UHFFFAOYSA-M Potassium hydroxide Chemical compound [OH-].[K+] KWYUFKZDYYNOTN-UHFFFAOYSA-M 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 229940072033 potash Drugs 0.000 description 1
- 235000015320 potassium carbonate Nutrition 0.000 description 1
- BWHMMNNQKKPAPP-UHFFFAOYSA-L potassium carbonate Substances [K+].[K+].[O-]C([O-])=O BWHMMNNQKKPAPP-UHFFFAOYSA-L 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000005527 soil sampling Methods 0.000 description 1
- 230000036962 time dependent Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing 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
- E21B49/006—Measuring wall stresses in the borehole
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/40—Investigating hardness or rebound hardness
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Physics & Mathematics (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Health & Medical Sciences (AREA)
- Analytical Chemistry (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Environmental & Geological Engineering (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- Pathology (AREA)
- Remote Sensing (AREA)
- Medicinal Chemistry (AREA)
- Soil Sciences (AREA)
- Food Science & Technology (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Force Measurement Appropriate To Specific Purposes (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA 2009349 CA2009349C (fr) | 1990-02-05 | 1990-02-05 | Methode et dispositif pour la determination in situ des proprietes rheologiques de materiaux de la terre |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA 2009349 CA2009349C (fr) | 1990-02-05 | 1990-02-05 | Methode et dispositif pour la determination in situ des proprietes rheologiques de materiaux de la terre |
Publications (2)
Publication Number | Publication Date |
---|---|
CA2009349A1 CA2009349A1 (fr) | 1991-08-05 |
CA2009349C true CA2009349C (fr) | 1994-07-12 |
Family
ID=4144210
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA 2009349 Expired - Fee Related CA2009349C (fr) | 1990-02-05 | 1990-02-05 | Methode et dispositif pour la determination in situ des proprietes rheologiques de materiaux de la terre |
Country Status (1)
Country | Link |
---|---|
CA (1) | CA2009349C (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1662049A2 (fr) * | 2004-09-29 | 2006-05-31 | Jan Wind | Procédé servant a placer un pieu en béton dans le sol |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109176911A (zh) * | 2018-10-07 | 2019-01-11 | 德清弘达精密陶瓷有限公司 | 用于精密陶瓷的钻孔加工设备 |
-
1990
- 1990-02-05 CA CA 2009349 patent/CA2009349C/fr not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1662049A2 (fr) * | 2004-09-29 | 2006-05-31 | Jan Wind | Procédé servant a placer un pieu en béton dans le sol |
Also Published As
Publication number | Publication date |
---|---|
CA2009349A1 (fr) | 1991-08-05 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EEER | Examination request | ||
MKLA | Lapsed |