WO2019132851A2 - A device for in vitro determination of implementation parameters of ground improvement methods - Google Patents
A device for in vitro determination of implementation parameters of ground improvement methods Download PDFInfo
- Publication number
- WO2019132851A2 WO2019132851A2 PCT/TR2018/050938 TR2018050938W WO2019132851A2 WO 2019132851 A2 WO2019132851 A2 WO 2019132851A2 TR 2018050938 W TR2018050938 W TR 2018050938W WO 2019132851 A2 WO2019132851 A2 WO 2019132851A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- determination device
- ground improvement
- motor
- mixing
- improvement methods
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- 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
- E02D1/025—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil combined with sampling
Definitions
- the invention is in Geotechnical Engineering field which is a sub-discipline of Civil Engineering. Ground improvement methods and behavior of pile foundation take an essential place within the scope of Geotechnical Engineering. Ground improvement applications and pile foundation applications are performed by many companies both in our country and in the world.
- ground improvement methods are implemented or deep foundation is constructed.
- the most frequently used ground improvement methods in our country are jet-grouting, deep soil mixing methods.
- pile foundation is the most preferred deep soil type.
- Deep soil mixing and jet-grouting methods which are the most frequently preferred ground improvement methods may be tested in laboratory scales. Also, the pile foundations may be simulated by a simple head change.
- the device may also be used for simulating other improvement methods such as stone column etc. in addition to above-mentioned methods by applying minor modifications.
- ground behavior together with other structure materials may be tested by adding different materials (fiber, basaltic fiber etc.) into the ground sample.
- Figure-1 is front view of the inventive determination device.
- Figure-3 is rear view of the inventive determination device.
- the system is moved upward and downward at desired speed by means of the driver (10) .
- the system knows when it comes to lowest point and rises up by changing the mixing direction.
- the system automatically stops at the instant it reaches to switch at top.
- Mixing motor (3) is connected to a driver (10) and it can rotate the stirrer blade (4) having at least two injection holes connected to the mixing motor (3) or the injection shaft (5) having at least one injection hole or the helical shaft (6) having at least one injection hole and spiral structure at any desired speed.
- Shafts (stirrer blade (4), injection shaft (5), helical shaft (6) etc.) with heads suitable for the mixing motor (3) are designed to simulate various ground improvement methods and pile foundations.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Analytical Chemistry (AREA)
- Chemical & Material Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2010401.4A GB2583621A (en) | 2017-12-29 | 2018-12-28 | A device for in vitro determination of implementation parameters of ground improvement methods |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TR2017/22975 | 2017-12-29 | ||
TR2017/22975A TR201722975A1 (en) | 2017-12-29 | 2017-12-29 | The device for determining the application parameters of soil improvement methods in the laboratory environment. |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2019132851A2 true WO2019132851A2 (en) | 2019-07-04 |
WO2019132851A3 WO2019132851A3 (en) | 2019-08-29 |
Family
ID=67067915
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/TR2018/050938 WO2019132851A2 (en) | 2017-12-29 | 2018-12-28 | A device for in vitro determination of implementation parameters of ground improvement methods |
Country Status (3)
Country | Link |
---|---|
GB (1) | GB2583621A (en) |
TR (1) | TR201722975A1 (en) |
WO (1) | WO2019132851A2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111851459A (en) * | 2020-08-06 | 2020-10-30 | 安徽恒信建设工程管理有限公司 | Engineering is supervised and is detected native device with road bed compactness |
-
2017
- 2017-12-29 TR TR2017/22975A patent/TR201722975A1/en unknown
-
2018
- 2018-12-28 WO PCT/TR2018/050938 patent/WO2019132851A2/en active Application Filing
- 2018-12-28 GB GB2010401.4A patent/GB2583621A/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111851459A (en) * | 2020-08-06 | 2020-10-30 | 安徽恒信建设工程管理有限公司 | Engineering is supervised and is detected native device with road bed compactness |
Also Published As
Publication number | Publication date |
---|---|
WO2019132851A3 (en) | 2019-08-29 |
GB202010401D0 (en) | 2020-08-19 |
GB2583621A (en) | 2020-11-04 |
TR201722975A1 (en) | 2019-07-22 |
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