CN113338937B - Stoping method for reducing loss of mining footwall ore by inclined ore body caving method - Google Patents
Stoping method for reducing loss of mining footwall ore by inclined ore body caving method Download PDFInfo
- Publication number
- CN113338937B CN113338937B CN202110677478.8A CN202110677478A CN113338937B CN 113338937 B CN113338937 B CN 113338937B CN 202110677478 A CN202110677478 A CN 202110677478A CN 113338937 B CN113338937 B CN 113338937B
- Authority
- CN
- China
- Prior art keywords
- ore
- stoping
- mining
- roadway
- trench
- 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.)
- Active
Links
- 238000005065 mining Methods 0.000 title claims abstract description 43
- 238000000034 method Methods 0.000 title claims abstract description 34
- 239000011435 rock Substances 0.000 claims abstract description 25
- 238000013459 approach Methods 0.000 claims abstract description 12
- 238000011084 recovery Methods 0.000 claims description 36
- 238000000605 extraction Methods 0.000 claims description 15
- 238000009412 basement excavation Methods 0.000 description 4
- 238000005422 blasting Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000006185 dispersion Substances 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
- 210000003462 vein Anatomy 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C41/00—Methods of underground or surface mining; Layouts therefor
- E21C41/16—Methods of underground mining; Layouts therefor
- E21C41/22—Methods of underground mining; Layouts therefor for ores, e.g. mining placers
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Remote Sensing (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
Abstract
The invention relates to the technical field of mining, in particular to a mining method for reducing the loss of mining footwall ores by an inclined ore body caving method, which is characterized in that when an ore body inclination angle is relatively slow, and a route is arranged by utilizing the direction vertical to the ore body for mining, different measures are taken to recover the footwall ores according to the mining state of a mining subsection; the approach is firstly used as an ore removal tunnel to recycle and cut ores falling from the trench, and then the ores are gradually discharged, collapsed and returned to an upper tray for mining; during trench mining, the depth of blast holes changes along with the height change of the non-collapsed intervals of the upper section, and the collapse of the ridge position is guaranteed during ore collapse; the edge hole angle in the trench close to the lower disc can be selected according to the ore body inclination angle, and the edge hole angle close to the upper disc is properly increased; the length of blast holes of the vertical access stoping starting section and the vertical access stoping ending section also changes along with the height changes of the dip angle of the trench boundary wall and the dip angle of the ore rock boundary.
Description
Technical Field
The invention relates to the technical field of mining, in particular to a stoping method for reducing the loss of mining footwall ores by an inclined ore body caving method.
Background
When a footless sublevel caving method is adopted to vertically arrange a route and mine inclined ore bodies in the sequence of mining from an upper tray to a lower tray, the residual ore bodies of the lower tray are large, although technical measures for excavating the lower tray rocks are generally adopted for mining, a large amount of ore remains, and finally the residual ore in a sublevel after rock excavation mining is shown in figure 1. The occurrence range of the part of final residual ore bodies is as follows: between two adjacent approaches, between this subsection bottom plate and the upper subsection bottom plate, between lower subsection stoping boundary f and this subsection lower wall ore rock boundary d line, within the area enclosed by three boundaries. The medicine consists of three parts: transferring the residual dispersion a, and obtaining the non-collapsed pilaster b outside the mining boundary line e of the section and the non-collapsed triangular ore c outside the mining boundary line e of the section.
Taking a stope structure with an access interval of 10m, a size of 3m multiplied by 3m, a sectional height of 10m, an ore loose coefficient of 1.2 and an ore body horizontal thickness of 20m as an example, during conventional stoping, stoping is carried out until an access roof is intersected with an ore rock boundary, the footwall residual quantity is 37% of the whole sectional ore quantity, the stoping is continued to enter a rock excavating stage, when the stoping is carried out until the rock excavating height (counted from an access floor) is 2/3 of the sectional height, the footwall residual ore quantity is 19.6% of the whole sectional ore quantity, namely only 47% of the footwall residual quantity during conventional mining is extracted during the 2/3 sectional height mining of excavating rock, considerable ore residues can still exist, the ore quantity is increased along with the gradual inclination angle of the ore body, and the stoping needs to be carried out by measures, so that the footwall ore loss is reduced.
Disclosure of Invention
In order to solve the problems, the invention provides a stoping method for reducing the loss of the ore of the lower wall mined by the inclined ore body caving method, which can reduce the loss of the lower wall and can adopt different measures to recover the residual ore quantity according to the stoping state of the stoping section.
In order to realize the purpose, the invention adopts the technical scheme that:
a stoping method for reducing the loss of ore from lower tray mined by inclined ore body caving method includes such steps as taking different measures to recover ore from lower tray according to the stoping state of stoping segment when the inclination of ore body is decreased and the route is arranged perpendicular to the direction of ore body,
when the stoping subsection is stoping or is finished, the following mode 1 or mode 2 can be adopted for stoping:
in the mode 2, a new small-size vein-following roadway is dug for recovery at the position, close to the ore body, of the lower plate of the ore body of the section, blast holes are arranged in a fan-shaped radial mode, and extraction of the vein-following roadway is carried out after the extraction of the extraction part of the vertical access is finished;
and when the stoping subsection is not finished, adopting a mode 3 to carry out stoping:
and in the mode 3, a trench roadway is arranged at the position, close to the junction of ore rocks, of the ore body footwall and serves as a cutting roadway. The mining method is characterized in that a trench tunnel is firstly dug in the process of mining the ore body from the footwall to the hanging wall, the trench tunnel can be obtained through blasting of trench mining blast holes, the trench mining blast holes are arranged in a fan shape, finally the trench tunnel is blasted and cut to form a trench form, and the ore discharge end of the trench tunnel is in an upwards open shape. When the next step of ore caving is carried out, even though ore which is not caving exists on the upper part, the exposed area is increased along with the withdrawal of the trench tunnel, and the ore can be naturally recovered from the route after falling. The approach is firstly used as an ore removal tunnel to recover ores falling from the trench tunnel, and then the ores are gradually discharged along the direction of the ore body and fall to the ore body to retreat from the upper plate. When the trench roadway retreats, the depth of the fan-shaped blast hole changes along with the height change of the undisrupted interval column of the upper subsection, the highest part can extend to the lower side of the ridge residual body of the upper subsection, and the depth of the fan-shaped blast hole is the largest between two stoping access roads. When the corresponding position of the upper part of the trench tunnel is a route, the depth of the fan-shaped blast hole is the minimum. And the ridge part is guaranteed to be completely collapsed during ore collapse, so that the recovery of the ridge part residue is facilitated. The side hole angle of the trench tunnel close to the lower plate can be selected according to the inclination angle of ore bodies and extends to the position of the upper-section non-caving triangular ore, the side hole angle close to the upper plate is properly increased, the route is obtained by a route stoping blast hole, and the length of the blast hole of the route stoping start section and the length of the blast hole of the route stoping end section are changed along with the height changes of the inclination angle of the trench side wall and the inclination angle of the ore rock boundary.
Preferably, in the mode 2, when the connection roadway is arranged at the junction of the footwall rock along the direction of the ore body, the original connection roadway is used for replacing re-excavation of the vein-following roadway without re-excavation of the vein-following roadway.
Preferably, the engineering arrangement comprises: an upper disc connecting roadway, a vertical approach and a lower disc pulse-following trench roadway.
Preferably, the stoping sequence is: and firstly, mining the trench tunnel, and then mining from the lower plate to the upper plate to vertically move to the approach.
The essence of the scheme is as follows: the method comprises the steps of firstly caving and stoping a footwall ore body along a footwall vein cutting roadway, and then retreating and stoping the residual ore body from the footwall to an upper wall by utilizing a vertical trend approach, so that a certain time difference is left between the stoping of the footwall ore and the stoping of other ore bodies, even if the footwall ore body cannot be completely caved, the footwall ore body still can be automatically caved by utilizing the space-time characteristic and the blasting vibration effect of rock caving, and is gathered in the caved cutting roadway and secondarily recovered by the vertical trend approach, so that the full recovery of the footwall residual ore is realized.
The beneficial effects of the invention are as follows:
1. the secondary digging project is not needed when the lower tray residual ores are recovered. If the recovery of the lower-tray residual ores is carried out by using the lower-tray mining combined roadway, the combined roadway can be used only once and has short utilization time, the lower-tray residual ores have insufficient time to fall off sufficiently, and the recovery is insufficient. If the recycling is needed again, a recycling access and a connecting roadway which run vertically need to be dug again, and the engineering quantity is increased. In addition, the stability of the lower unstable rock is further reduced after the lower unstable rock is cut for multiple times.
2. The exposure time of the unstable rock mass is short, and the stability control of the mining preparation engineering is facilitated. When the upper plate is used for stoping towards the lower plate, the ore body on the lower plate is exposed and then falls off, the lower plate route of the next subsection is excavated firstly and then stoped, and the time for the recovery route of the lower plate is long. When the lower wall retreats to the upper wall for mining, the ore body of the lower wall is exposed firstly and falls off firstly, and the lower sectional recovery route is excavated firstly and mined firstly. The interval time between two kinds of stoping order is certain promptly the ore body caving time is certain, but the footwall is retrieved the route latency short, and the engineering is few simultaneously, and is few to the footwall cutting action, more is favorable to stably, retrieves the quality increase.
3. The excavation of the roadway in the surrounding rock with unstable footwall is avoided, more ore remained on the footwall can be mined, and the method is more in line with the mine practice. Meanwhile, the tunnel is cut and tunneled at last, and mining is performed in advance, so that the retention time is shortened, and the stability of the tunnel is facilitated.
Drawings
FIG. 1 is a schematic illustration of a residual ore in a section in the prior art.
Fig. 2 is a diagram of the arrangement of the recovery route of the method 1 in the extraction method for reducing the loss of the ore from the lower wall of the inclined ore body caving method.
Fig. 3 is a diagram of the arrangement of the recovery route of the method 2 in the extraction method for reducing the loss of the ore from the lower wall of the inclined ore body caving method.
Fig. 4 is a schematic diagram of a lower-tray upward-tray mining scheme in the mining method for reducing the loss of the ore mined from the lower tray by the inclined ore body caving method in the method 3.
Fig. 5 is a cross-sectional view taken along the m-m plane of fig. 4.
Fig. 6 is a cross-sectional view taken along the n-n plane in fig. 4.
The reference numerals include:
a-migrating residual dispersions; b-non-collapsed studs; c-undisrupted triquetrum; d-ore rock boundary of lower wall; e-this subsection mining boundary line; f-lower sublevel stoping boundary line;
g, recycling an inlet path; h-blast hole; 1-upper segmented ridge residual dispersion; 2-up segmenting the unbolted triangular ore; 3-trench tunnel; 4-route entry; 5-connecting lane; 6-mining blast holes by trench; 7-stoping blast holes in the route.
Detailed Description
In order to make the purpose, technical solution and advantages of the present technical solution clearer, the present technical solution is further described in detail below with reference to specific embodiments. It should be understood that the description is intended to be exemplary only, and is not intended to limit the scope of the present teachings.
The embodiment provides a stoping method for reducing the loss of mining the lower-tray ores by an inclined ore body caving method, when the inclination angle of an ore body is reduced and stoping is carried out by utilizing a route arranged in the direction vertical to the trend of the ore body, different measures are taken to recover the lower-tray ores according to the stoping state of a stoping section, wherein the stoping state is divided into stoping completion, stoping middle or non-stoping,
when the stoping subsection is stoping or is finished, the following mode 1 or mode 2 can be adopted for stoping:
And 2, newly digging a small-size vein-following recovery route g for recovery at the position, close to the ore body, of the lower wall of the ore body of the section, arranging blast holes h in a fan-shaped radial arrangement mode, and performing vein-following recovery route g for recovery after the recovery of the vertical route recovery part is finished. Preferably, in the mode 2, when the connection roadway is arranged at the junction of the footwall and the ore rock along the trend of the ore body, the gob-side roadway does not need to be dug again, and the original connection roadway is used for replacing the newly dug gob-side roadway.
As shown in fig. 4-6, when the extraction section has not finished extraction, extraction is performed in a manner 3:
and in the mode 3, a trench roadway 3 is arranged at the position, close to the rock junction, of the ore body footwall to serve as a cutting roadway. In the process of mining the ore body from the footwall to the upper wall, a trench tunnel 3 is firstly excavated, the trench tunnel 3 can be obtained by blasting through trench mining blast holes 6, the trench mining blast holes 6 are arranged in a fan shape, the trench tunnel is finally blasted and cut to form a trench form, and the ore discharge end of the trench tunnel 3 is in an upwards opened shape. When the next ore caving is carried out, even though ore which is not caving exists on the upper part, the exposed area is increased along with the withdrawal of the trench tunnel 3, and the ore can be naturally recovered from the approach 4 after falling. The inlet 4 is used as an ore removal roadway to recycle ores falling from the trench roadway 3, and then the ores are gradually discharged along the trend of the ore body and fall to the ore body hanging wall for mining withdrawal. When the trench roadway 3 retreats, the depth of the fan-shaped blast hole changes along with the height change of the undisrupted interval column of the upper subsection, the highest part can extend to the lower side of the ridge residual body 1 of the upper subsection, and the depth of the fan-shaped blast hole is the largest between the two stoping access roads 4. When the corresponding position of the upper part of the trench roadway 3 is the access 4, the depth of the fan-shaped blast hole is minimum. And the ridge part is guaranteed to be completely collapsed during ore collapse, so that the recovery of the ridge part residue is facilitated. The edge hole angle of the trench roadway 3 close to the footwall can be selected according to the ore body inclination angle and extends to the part of the upper subsection non-caving triangular ore 2, and the edge hole angle close to the upper wall position is properly increased. The drift 4 is obtained by a drift stoping blast hole 7, and the length of the blast hole of the stoping starting section and the ending section of the drift 4 also changes along with the height change of the slope angle of the trench boundary wall and the slope angle of the rock boundary.
Preferably, the engineering arrangement order is: an upper disc connecting tunnel 5, a vertical moving approach 4 and a lower disc pulse trench tunnel 3.
Preferably, the stoping sequence is as follows: firstly, a trench tunnel 3 is mined, and then a vertical heading approach 4 is mined from a lower plate to an upper plate.
The foregoing is only a preferred embodiment of the present invention, and many variations in the specific embodiments and applications of the invention may be made by those skilled in the art without departing from the spirit of the invention, which falls within the scope of the claims of this patent.
Claims (4)
1. The stoping method for reducing the loss of the ore of the lower wall mined by the inclined ore body caving method is characterized by comprising the following steps of: when the inclination angle of the ore body becomes slow, and a route is arranged along the direction vertical to the ore body for stoping, different measures are taken to recover the ore on the lower wall according to the stoping state of the stoping section, wherein the stoping state is stoped completely, stoping in the process or not,
when the stoping subsection is stoping or is finished, the following mode 1 or mode 2 is adopted for stoping:
mode 1, adding a small-size recovery access road for recovery between two adjacent access roads after recovery by using the original connected roadway of the section, wherein the newly added recovery access road is arranged according to the direction vertical to the ore body, the access road is tunneled to the next section of recovery boundary, the recovery range is from the next section of recovery boundary to the top section of bottom plate ore rock boundary, and the arrangement mode of blast holes is in fan-shaped radial arrangement;
in the mode 2, a new small-size vein-following roadway is dug for recovery at the position, close to the ore body, of the lower plate of the ore body of the section, blast holes are arranged in a fan-shaped radial mode, and extraction of the vein-following roadway is carried out after the extraction of the extraction part of the vertical access is finished;
when the stoping subsection is not stoped, adopting a mode 3 to carry out stoping:
in the method 3, a vein-following roadway is arranged at a position, close to a boundary position of ore rocks, of a lower plate and serves as a cutting roadway or a connecting roadway, the lower plate serves as the cutting roadway when being mined towards an upper plate, the cutting roadway is mined firstly during mining, fan-shaped blast holes are adopted for cutting, a trench form is formed, ore is removed until an ore removal port is slightly open, next-step ore caving is carried out, even if part of ore which is not caving is arranged at the upper part, the exposed area is increased along with the withdrawal of the cutting trench, and the ore is naturally recovered from the inlet after caving; the inlet is firstly used as an ore removal roadway to recover ores falling from the cutting trench, and then the ores are gradually discharged and fall to an upper tray for mining; during trench mining, the depth of blast holes changes along with the height change of the non-collapsed intervals of the upper section, the depth of the blast holes is the largest between two routes, the corresponding position of the upper part is the smallest when the two routes are accessed, the position of the ridge is guaranteed to be completely collapsed during ore collapse, and the recovery of the residue of the ridge is facilitated; the edge hole angle close to the lower plate in the trench is selected according to the inclination angle of the ore body, and the edge hole angle close to the upper plate is properly increased; the length of blast holes of the vertical access stoping starting section and the vertical access stoping ending section also changes along with the height changes of the dip angle of the trench boundary wall and the dip angle of the ore rock boundary.
2. The extraction method for reducing the loss of ore from the footwall of an inclined ore caving method according to claim 1, characterized in that: in the mode 2, when the connection roadway is arranged at the junction of the ore rocks on the lower tray along the trend of the ore body, the vein-following roadway is not dug again, and the original connection roadway is used for replacing the re-digging vein-following roadway.
3. The extraction method for reducing the loss of ore from the footwall of an inclined ore caving method according to claim 1, characterized in that: in mode 3, the extraction process includes: an upper disc connecting roadway, a vertical run approach and a lower disc pulse-following trench roadway.
4. The extraction method for reducing the loss of ore from the footwall of an inclined ore caving method according to claim 1, characterized in that: in mode 3, the stoping sequence is: and (4) firstly mining the trench roadway, and then mining the vertical heading approach from the lower wall to the upper wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110677478.8A CN113338937B (en) | 2021-06-18 | 2021-06-18 | Stoping method for reducing loss of mining footwall ore by inclined ore body caving method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110677478.8A CN113338937B (en) | 2021-06-18 | 2021-06-18 | Stoping method for reducing loss of mining footwall ore by inclined ore body caving method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN113338937A CN113338937A (en) | 2021-09-03 |
CN113338937B true CN113338937B (en) | 2022-10-11 |
Family
ID=77476352
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202110677478.8A Active CN113338937B (en) | 2021-06-18 | 2021-06-18 | Stoping method for reducing loss of mining footwall ore by inclined ore body caving method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN113338937B (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101812988A (en) * | 2010-03-22 | 2010-08-25 | 王书铭 | Method for mining gently dipping to steep dipping thick and large ore bodies |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2010972C1 (en) * | 1991-08-16 | 1994-04-15 | Криворожский горнорудный институт | Method of working interchamber pillar |
DE19505042C2 (en) * | 1995-02-15 | 1997-03-27 | Man Takraf Foerdertechnik Gmbh | Open pit mining device |
CN101725350A (en) * | 2008-10-21 | 2010-06-09 | 招金矿业股份有限公司大尹格庄金矿 | Footwall vein rock drilling vein-passing access road ore removal stope caving method |
CN101881169A (en) * | 2010-06-25 | 2010-11-10 | 东北大学 | Sublevel shrinkage caving stage open stope afterwards filling mining method |
CN102182461A (en) * | 2011-04-02 | 2011-09-14 | 山东黄金矿业(玲珑)有限公司 | Efficient mining method for thick metal ore body in slanting |
CN104863592B (en) * | 2015-06-18 | 2017-03-01 | 长沙矿山研究院有限责任公司 | A kind of big structure sublevel drill and benching ore removal afterwards filling mining method |
CN105525922A (en) * | 2015-12-07 | 2016-04-27 | 五矿邯邢矿业有限公司西石门铁矿 | Double-trench flat-bottom mining method for ores difficult to mine |
CN108252717B (en) * | 2018-01-10 | 2019-08-27 | 鞍钢集团矿业有限公司 | A kind of low poor damage sublevel caving of high-dipping middle thickness orebody |
CN108547618A (en) * | 2018-04-04 | 2018-09-18 | 长沙有色冶金设计研究院有限公司 | A kind of two steps mining methods leave the recovery process of studding |
CN110080772B (en) * | 2019-04-28 | 2020-10-20 | 抚顺罕王傲牛矿业股份有限公司 | Stoping route arrangement method of gently inclined medium-thickness ore body sill-pillar-free sublevel caving method |
-
2021
- 2021-06-18 CN CN202110677478.8A patent/CN113338937B/en active Active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101812988A (en) * | 2010-03-22 | 2010-08-25 | 王书铭 | Method for mining gently dipping to steep dipping thick and large ore bodies |
Also Published As
Publication number | Publication date |
---|---|
CN113338937A (en) | 2021-09-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108612530B (en) | Mining method for hanging wall surrounding rock crushing inclined medium-thickness ore body | |
CN101424186B (en) | Method for recovering disc ore on incline ore block | |
CN111677509B (en) | Cooperative mining method for inclined thick and large ore body | |
CN112746847B (en) | Mining method for gently-inclined medium-thickness ore body | |
CN110905517B (en) | Continuous mining method suitable for high and middle sections | |
AU2014200978A1 (en) | Underground Mining Method | |
CN111894591A (en) | Collaborative mining method for inclined thick and large ore body panel and panel interval column | |
CN115110955A (en) | Improved process for mining steeply inclined lenticular ore body by stage chamber method | |
CN106968672B (en) | The cutting kerve method on precut shield top is carried out to ore body | |
CN114592867A (en) | Temporary top pillar induced caving and sill pillar-free sublevel caving combined mining method | |
CN111005724B (en) | Method for stoping residual ores on top and bottom plates of slowly-inclined goaf | |
CN114233295B (en) | One-lane multi-purpose mining method | |
CN110080772B (en) | Stoping route arrangement method of gently inclined medium-thickness ore body sill-pillar-free sublevel caving method | |
CN113338937B (en) | Stoping method for reducing loss of mining footwall ore by inclined ore body caving method | |
CN104389604A (en) | Method for forming covering layer by stope caving method | |
CN112377191B (en) | Inclined sectioning and subsection caving method, stope structure and application | |
CN110130892B (en) | Mining method for recovering end top coal and reducing size of coal pillar on top coal caving face | |
CN104234717B (en) | A kind of inclination diagonal angle sublevel open stoping mining methods | |
CN113530542A (en) | Thick ore body wedge-shaped top column subsection rock drilling stage open stope subsequent filling mining method | |
CN113279760A (en) | Gradual-inclination thin ore body stepped type stoping waste rock following filling mining method | |
CN109944591A (en) | A kind of Longhole Mining method of small-sized corner mine | |
CN113137232B (en) | Efficient mining method based on fluid changing effect | |
CN113530549B (en) | Lateral pre-splitting blasting mining method for thick ore body in gently inclined ore body | |
CN113187482B (en) | Upward mining quasi-downward drift filling mining method | |
AU2023226952B2 (en) | Block caving mine configurations and methods |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |