ES256735A1 - A presiometric procedure to establish foundation calculations (Machine-translation by Google Translate, not legally binding) - Google Patents
A presiometric procedure to establish foundation calculations (Machine-translation by Google Translate, not legally binding)Info
- Publication number
- ES256735A1 ES256735A1 ES0256735A ES256735A ES256735A1 ES 256735 A1 ES256735 A1 ES 256735A1 ES 0256735 A ES0256735 A ES 0256735A ES 256735 A ES256735 A ES 256735A ES 256735 A1 ES256735 A1 ES 256735A1
- Authority
- ES
- Spain
- Prior art keywords
- sounding
- pressure
- variations
- registered
- test
- 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
Links
- 238000000034 method Methods 0.000 title abstract 2
- 238000010586 diagram Methods 0.000 abstract 2
- 238000005259 measurement Methods 0.000 abstract 2
- 239000000523 sample Substances 0.000 abstract 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 abstract 1
- 229910000278 bentonite Inorganic materials 0.000 abstract 1
- 239000000440 bentonite Substances 0.000 abstract 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 abstract 1
- 239000004927 clay Substances 0.000 abstract 1
- 230000001427 coherent effect Effects 0.000 abstract 1
- 238000002347 injection Methods 0.000 abstract 1
- 239000007924 injection Substances 0.000 abstract 1
- 239000007788 liquid Substances 0.000 abstract 1
- 210000000056 organ Anatomy 0.000 abstract 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
- E21B47/00—Survey of boreholes or wells
- E21B47/06—Measuring temperature or pressure
-
- 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
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- Physics & Mathematics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Soil Sciences (AREA)
- Analytical Chemistry (AREA)
- Chemical & Material Sciences (AREA)
- Geophysics (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
A presiometric procedure to establish foundations calculations, essentially characterized by a small diameter sounding, in which the special pressure measuring device is introduced, which is radially expandable, exerting a force field on the sounding walls and measuring the resulting deformations, this form being carried out the foundation test in the studied ground and the analysis of the pressure-deformation diagram registered throughout the test, allows to calculate the characteristics required by the foundation, this sounding being carried out in the manner described in firm terrain, but in the non-coherent, an injection of bentonite is used to support the walls forming this colloidal clay a gel of very thin thickness that keeps the surface in its position, presenting the device used two parts, the probe itself and the recorder of measurements, both parts being connected by tubes of plastic nature, the probe being constituted by a tricellular assembly that under an internal pressure dilates radially and transmits to the measuring organs the variations in the diameter of the sounding studied, being exerted by the two end cells or guard on the wall of the sounding a perfectly cylindrical field of stress over the entire length of the central cell, or measurement, this combination of cells is essential, because only a uniform field can allow a rigorous analysis of the phenomenon generated by the pressurization of the apparatus in full mass of the sole, being registered to the variations of diameter of the central cell, that measures the variations or volumetric, in a surface by a level indicator of the liquid and the pressure exerted, with the help of a metallic bottle of carbonic gas, it is registered in a manometer, translating the gross results of the test into a volumetric pressure-deformation diagram. (Machine-translation by Google Translate, not legally binding)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR794886A FR1234756A (en) | 1959-05-15 | 1959-05-15 | Device for studying the deformation under load of a homogeneous medium |
Publications (1)
Publication Number | Publication Date |
---|---|
ES256735A1 true ES256735A1 (en) | 1960-11-01 |
Family
ID=8714887
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES0256735A Expired ES256735A1 (en) | 1959-05-15 | 1960-03-22 | A presiometric procedure to establish foundation calculations (Machine-translation by Google Translate, not legally binding) |
Country Status (3)
Country | Link |
---|---|
ES (1) | ES256735A1 (en) |
FR (1) | FR1234756A (en) |
NL (1) | NL125409C (en) |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4252210A (en) * | 1978-10-25 | 1981-02-24 | Sodich Ernest O | Methods of and apparatus for generating seismic waves |
FR2535758B1 (en) * | 1982-11-10 | 1985-07-05 | Exper Rech Etu Batimen Centre | DEVICE FOR MEASURING DEPTHS OF FURNISHING |
FR2583876B1 (en) * | 1985-06-21 | 1988-06-03 | Sopena | METHOD AND DEVICE FOR MEASURING SHEAR CHARACTERISTICS OF A SOIL |
FR2702565B1 (en) * | 1993-12-07 | 1997-11-07 | Apageo Segelm Sa | Device for protecting a pressuremeter probe by an expandable tube provided with helical slots around its periphery. |
FR2766229B1 (en) * | 1997-07-18 | 1999-10-29 | Jean Marie Labrue | PROBE FOR TEST LOADING OF THE SOIL BY EXPANSION OF A CYLINDER - MEANS OF ASSEMBLY AND IMPLEMENTATION |
FR2798698B1 (en) | 1999-09-22 | 2001-11-02 | Gaiatech | METHOD AND APPARATUS FOR TESTING LAND FROM A WELL |
FR2899635B1 (en) * | 2006-04-07 | 2008-06-27 | Fugro Geotechnique Sa | IMPROVED PROBE FOR PRESSIOMETER |
FR3083807B1 (en) * | 2018-07-13 | 2020-06-12 | Arnaud Paul Christophe Fay | IMPROVEMENT OF THE MENARD PRESSIOMETRIC TEST USING A NEW NAMED TYPE H TRICELLULAR PROBE |
FR3099500A1 (en) * | 2019-07-29 | 2021-02-05 | Vincent Savatier | "Geotechnical test device and apparatus equipped with such a device" |
-
1959
- 1959-05-15 FR FR794886A patent/FR1234756A/en not_active Expired
- 1959-09-23 NL NL243640A patent/NL125409C/nl active
-
1960
- 1960-03-22 ES ES0256735A patent/ES256735A1/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
NL125409C (en) | 1968-06-17 |
FR1234756A (en) | 1960-10-19 |
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