NZ728889A - Subsurface compacted rubble raft - Google Patents
Subsurface compacted rubble raftInfo
- Publication number
- NZ728889A NZ728889A NZ728889A NZ72888915A NZ728889A NZ 728889 A NZ728889 A NZ 728889A NZ 728889 A NZ728889 A NZ 728889A NZ 72888915 A NZ72888915 A NZ 72888915A NZ 728889 A NZ728889 A NZ 728889A
- Authority
- NZ
- New Zealand
- Prior art keywords
- rubble
- raft
- subsurface
- compacted
- zone
- Prior art date
Links
Abstract
A subsurface compacted rubble raft bulb is comprised of a compacted rubble zone (1) and an adjacent densified zone (2), which surrounds the rubble zone (1). A subsurface compacted rubble raft (9) is constructed by integrating a number of such bulbs. A subsurface compacted rubble raft (9) is a manmade geotechnical stratum formation; it is used in ground improvement to solve the two major geotechnical problems: problem A - eliminating liquefaction damage to the foundations (15A) and above buildings (15), by displacing and densifying the liquefied soils and separating the below liquefiable soil potential; and or problem B - improvement of the thick weak ground (8) in order to provide a large bearing support to higher or heavy buildings (15). This technology uses construction demolition wastes, in terms of rubble of concrete, brick, stone or a mixture of these, to create the subsurface compacted rubble raft (9). Herein the foundations also include road foundation, and underground network support foundation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NZ728889A NZ728889A (en) | 2015-11-09 | 2015-11-09 | Subsurface compacted rubble raft |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NZ728889A NZ728889A (en) | 2015-11-09 | 2015-11-09 | Subsurface compacted rubble raft |
Publications (1)
Publication Number | Publication Date |
---|---|
NZ728889A true NZ728889A (en) | 2019-02-22 |
Family
ID=66479558
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NZ728889A NZ728889A (en) | 2015-11-09 | 2015-11-09 | Subsurface compacted rubble raft |
Country Status (1)
Country | Link |
---|---|
NZ (1) | NZ728889A (en) |
-
2015
- 2015-11-09 NZ NZ728889A patent/NZ728889A/en not_active IP Right Cessation
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AU2020100234A4 (en) | Method for water conservation mining by filling flexible strip | |
Parise | The impacts of quarrying in the Apulian karst (Italy) | |
Tan et al. | Reclamation and reuse of abandoned quarry: A case study of Ice World & Water Park in Changsha | |
Yuan et al. | The effect of burnt rock on inclined shaft in shallow coal seam and its control technology | |
Azarafza et al. | Numerical modeling and stability analysis of shallow foundations located near slopes (case study: phase 8 gas flare foundations of South Pars gas complex) | |
JP6412341B2 (en) | Mixed soil for impermeable layer | |
Cheng et al. | Researches of fracture evolution induced by soft rock protective seam mining and an omni-directional stereo pressure-relief gas extraction technical system: a case study | |
RU2611749C1 (en) | Recovery method of mined-out pits for construction of cemetery | |
CN105484791A (en) | Comprehensive tunnel drainage, precipitation and pressure reduction construction method | |
CN103774654A (en) | Olive-shaped anti-slip key grouted anchoring supporting blasting tube type anchor rod | |
NZ728889A (en) | Subsurface compacted rubble raft | |
RU2515012C1 (en) | Method to restore barrow pits for construction of cemetery | |
Galay et al. | Disadvantages of standards for construction on collapsible soils | |
RU2529037C1 (en) | Method to restore abandoned pits for construction of cemetery | |
Laderian et al. | Experimental Results of the Effect of Silica Fume on Grout Injection in Umbrella Arch Method, Case Study: Tehran Metro Line 4 | |
Naik et al. | Settlement structure—A case study | |
MD3490B1 (en) | Process for dam erection against landslides | |
Zhou | Ground treatment and its application in shallow subway tunnel crossing urban river by shield tunneling method | |
Yang et al. | Optimization Design of Treating Slope Dangerous Rock Mass in Penglai Pavilion | |
Guo-en et al. | Design and application of constant thickness cement-soil wall constructed by TRD method in deep excavations with sensitive surroundings | |
SG11201903020QA (en) | Structure provided with composite underground wall and method for constructing structure provided with composite underground wall | |
Azadi et al. | The Effects of Shallow Tunnels on Nearby Structures | |
Man | Surface settlement time lag induced by shield tunneling in urban sandy-pebble stratum | |
Laughton | CERN accelerator project | |
Bai et al. | Gob area grouting reinforcement |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PSEA | Patent sealed | ||
RENW | Renewal (renewal fees accepted) |
Free format text: PATENT RENEWED FOR 1 YEAR UNTIL 07 FEB 2022 BY SAUNDERS + CO. Effective date: 20210201 |
|
RENW | Renewal (renewal fees accepted) |
Free format text: PATENT RENEWED FOR 1 YEAR UNTIL 07 FEB 2023 BY DAVID DU Effective date: 20220128 |
|
LAPS | Patent lapsed |