IT1253210B - Method for the consolidation of ground damaged from controlled horizontal drilling - Google Patents
Method for the consolidation of ground damaged from controlled horizontal drillingInfo
- Publication number
- IT1253210B IT1253210B ITVR910086A ITVR910086A IT1253210B IT 1253210 B IT1253210 B IT 1253210B IT VR910086 A ITVR910086 A IT VR910086A IT VR910086 A ITVR910086 A IT VR910086A IT 1253210 B IT1253210 B IT 1253210B
- Authority
- IT
- Italy
- Prior art keywords
- horizontal drilling
- consolidation
- controlled horizontal
- conduit
- cement
- Prior art date
Links
- 238000005553 drilling Methods 0.000 title abstract 2
- 238000000034 method Methods 0.000 title abstract 2
- 238000007596 consolidation process Methods 0.000 title 1
- 239000004568 cement Substances 0.000 abstract 2
- 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
- 239000011440 grout Substances 0.000 abstract 1
- 239000000203 mixture Substances 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
This is a method intended to be used primarily during the emplacement of conduits for the underground crossing of a stream or canal A, it consists in laying, near the conduit 4 and by using known equipment 1 for controlled horizontal drilling, which is also used to make the pilot borehole of the conduit itself, one or more pipes 2, each one formed by a succession of "wash pipe" shafts and through which is injected, into the surrounding ground, a cement grout or a ternary mixture of water with bentonite with cement, intended to fill the fractures produced during the preceding work phase. <IMAGE>
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITVR910086A IT1253210B (en) | 1991-10-15 | 1991-10-15 | Method for the consolidation of ground damaged from controlled horizontal drilling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITVR910086A IT1253210B (en) | 1991-10-15 | 1991-10-15 | Method for the consolidation of ground damaged from controlled horizontal drilling |
Publications (3)
Publication Number | Publication Date |
---|---|
ITVR910086A0 ITVR910086A0 (en) | 1991-10-15 |
ITVR910086A1 ITVR910086A1 (en) | 1993-04-15 |
IT1253210B true IT1253210B (en) | 1995-07-11 |
Family
ID=11427407
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ITVR910086A IT1253210B (en) | 1991-10-15 | 1991-10-15 | Method for the consolidation of ground damaged from controlled horizontal drilling |
Country Status (1)
Country | Link |
---|---|
IT (1) | IT1253210B (en) |
-
1991
- 1991-10-15 IT ITVR910086A patent/IT1253210B/en active IP Right Grant
Also Published As
Publication number | Publication date |
---|---|
ITVR910086A1 (en) | 1993-04-15 |
ITVR910086A0 (en) | 1991-10-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108678130A (en) | A kind of non-digging drag pipe construction method | |
CN209604016U (en) | Shallow embedding layer of sand tunnel shielding portal end soil body ruggedized construction | |
CN106522243A (en) | Fissure-contained rock soil stratum prestressed anchor cable grouting and anchoring construction method | |
CN105909265A (en) | Heaving-prevention retrusive deep-hole grouting system and method for passing through existing shield tunnel | |
CN101749028B (en) | Cross-pulling construction method for soft soil zone with high ground water level | |
CN107130980A (en) | A kind of construction method of tunnel bad geological section consolidation by grouting | |
CN111577355A (en) | Extra-soft rock stratum tunnel interval secondary arch frame long anchor cable locking foot composite construction method | |
IT1253210B (en) | Method for the consolidation of ground damaged from controlled horizontal drilling | |
CN101141054A (en) | Compaction grouting method for preventing land subsidence after non-digging horizontal drilling | |
GR930300042T1 (en) | Method for guiding a digging tool during the excavation of a trench wall, and digging tool to be used in the method. | |
RU2074925C1 (en) | Method for construction of vertical drainage | |
Lees | Grouting–for groundwater control and mitigation of ground movements | |
RU2075000C1 (en) | Method of trenchless laying of pipe lines in ground | |
JPS5516172A (en) | Excavation work method and apparatus for preventing landslide at ditch scooping | |
Kumar et al. | A Review on Trenchless Technology | |
JPH0426680B2 (en) | ||
White et al. | UK microscope- new scene, new laws | |
Winney | Microtunnel river crossing | |
Yan et al. | The application of grouting technology for governance of mined-out area under large channel | |
TW239175B (en) | Construction process of penetrating continuous wall on underground barrier | |
Liu et al. | Tunnelling underneath a large diameter water main in Shanghai | |
JPS5771927A (en) | Construction of underground columnar structure | |
SU1563323A1 (en) | Method for breaking underground "warm" pipeline in permafrost, weak soil in case of melting | |
CN108589741A (en) | Across the well formula excavation method of underground existing buildings on a kind of | |
CN108411924A (en) | Construction method for mine pit wall safety protection |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
0001 | Granted |