CN110835907A - Synergistic treatment method for grassland cracks and bulges - Google Patents

Synergistic treatment method for grassland cracks and bulges Download PDF

Info

Publication number
CN110835907A
CN110835907A CN201911187024.1A CN201911187024A CN110835907A CN 110835907 A CN110835907 A CN 110835907A CN 201911187024 A CN201911187024 A CN 201911187024A CN 110835907 A CN110835907 A CN 110835907A
Authority
CN
China
Prior art keywords
soil
ridge
grassland
cracks
crack
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.)
Pending
Application number
CN201911187024.1A
Other languages
Chinese (zh)
Inventor
张峰
魏跃东
刘明
张洋洋
杨丽娜
刘怡然
马正龙
闫建成
高均海
刘金辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TANGSHAN RESEARCH INSTITUTE OF CHINA COAL TECHNOLOGY & ENGINEERING GROUP
Original Assignee
TANGSHAN RESEARCH INSTITUTE OF CHINA COAL TECHNOLOGY & ENGINEERING GROUP
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by TANGSHAN RESEARCH INSTITUTE OF CHINA COAL TECHNOLOGY & ENGINEERING GROUP filed Critical TANGSHAN RESEARCH INSTITUTE OF CHINA COAL TECHNOLOGY & ENGINEERING GROUP
Priority to CN201911187024.1A priority Critical patent/CN110835907A/en
Publication of CN110835907A publication Critical patent/CN110835907A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G2/00Vegetative propagation
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Botany (AREA)
  • Developmental Biology & Embryology (AREA)
  • Environmental Sciences (AREA)
  • Soil Working Implements (AREA)

Abstract

The invention discloses a synergistic treatment method for grassland cracks and bulges, which comprises the following steps: s1: stripping surface soil 20cm to 30cm from the ground surface of the crack zone and the ridge zone; s2: excavating soil in the ridge to 20cm below the original elevation before ridge forming; s3: adding water into the soil dug out of the ridge belt, stirring the soil into slurry, and filling the slurry into the crack belt; s4: leveling soil on two sides of the crack with the step height larger than 5cm into a gentle slope with the angle not larger than 15 degrees; s5: covering the stripped surface soil on the shaped cracks and ridge according to the thickness of 20 cm; s6: slightly tamping, and planting by selecting local grassland vegetation; the method solves the problem that the soil and the vegetation can not be effectively protected while the prior method can not realize the treatment of the cracks and the bulges of the grassland area.

Description

Synergistic treatment method for grassland cracks and bulges
Technical Field
The invention relates to the field of coal mining, in particular to a synergistic treatment method for grassland cracks and bulges.
Background
After underground coal mines in grassland mining areas in China are mined, a large number of cracks and uplift damages are generated on the surface of the grassland, and the existing treatment method is to flatten an uplift zone and cut a slope on a step crack zone, so that desertification of the grassland soil and great damage to vegetation are caused. Therefore, the invention can realize the purpose of effectively protecting the soil and the vegetation while treating the cracks and the ridges of the grassland area by the synergistic treatment methods of surface soil stripping, ridge soil backfilling crack zones, land leveling and the like.
Disclosure of Invention
In order to solve the problems in the prior art, the invention provides a synergistic treatment method for grassland cracks and bulges, and solves the problem that the soil and vegetation can not be effectively protected while the treatment of the cracks and bulges in the grassland area can not be realized by the conventional method.
The technical scheme adopted by the invention is that the method for cooperatively treating the cracks and the bulges in the grassland comprises the following steps:
s1: stripping surface soil 20cm to 30cm from the ground surface of the crack zone and the ridge zone;
s2: excavating soil in the ridge to 20cm below the original elevation before ridge forming;
s3: adding water into the soil dug out of the ridge belt, stirring the soil into slurry, and filling the slurry into the crack belt;
s4: leveling soil on two sides of the crack with the step height larger than 5cm into a gentle slope with the angle not larger than 15 degrees;
s5: covering the stripped surface soil on the shaped cracks and ridge according to the thickness of 20 cm;
s6: slightly tamping, and planting by using local grassland vegetation.
The synergistic treatment method for the grassland cracks and the bulges has the following beneficial effects:
the soil in the raised area of the grassland surface is dug and matched with the soil filling of the crack area, and the integrated cooperative treatment can ensure the harmony and unity of the landform and landscape of the grassland and ensure the full protection of the original states of the grassland soil and the vegetation.
Drawings
FIG. 1 is a general flow chart of the method for the synergistic treatment of the grassland cracks and the ridges.
FIG. 2 is a gentle slope map with the angle not greater than 15 degrees of the synergistic treatment method for the cracks and the bulges of the grassland.
FIG. 3 is a diagram of the soil dug out by the ridge zone in the synergistic treatment method of the grassland cracks and the ridges.
Reference numerals: 1-first surface soil, 2-crack zone, 3-gentle slope not more than 15 degrees, 4-soil dug from ridge zone, and 5-second surface soil.
Detailed Description
The following description of the embodiments of the present invention is provided to facilitate the understanding of the present invention by those skilled in the art, but it should be understood that the present invention is not limited to the scope of the embodiments, and it will be apparent to those skilled in the art that various changes may be made without departing from the spirit and scope of the invention as defined and defined in the appended claims, and all matters produced by the invention using the inventive concept are protected.
As shown in fig. 1 to 3, a method for the cooperative treatment of cracks and ridges in a grassland comprises the following steps:
the method comprises the following steps: stripping the first surface soil 1 and the second surface soil 5 which are 20cm to 30cm from the ground surface of the crack zone and the ridge zone;
step two: excavating soil in the ridge to 20cm below the original elevation before ridge forming;
step three: adding water into the soil 4 dug out of the ridge belt, stirring the mixture into slurry, and filling the slurry into the crack belt 2;
step four: leveling soil on two sides of the crack with the step height larger than 5cm into a gentle slope 3 with the angle not larger than 15 degrees;
step five: covering the stripped surface soil on the shaped cracks and ridge according to the thickness of 20 cm;
step six: slightly tamping, and planting by using local grassland vegetation.

Claims (1)

1. A synergistic treatment method for grassland cracks and ridges is characterized by comprising the following steps:
s1: stripping surface soil 20cm to 30cm from the ground surface of the crack zone and the ridge zone;
s2: excavating soil in the ridge to 20cm below the original elevation before ridge forming;
s3: adding water into the soil dug out of the ridge belt, stirring the soil into slurry, and filling the slurry into the crack belt;
s4: leveling soil on two sides of the crack with the step height larger than 5cm into a gentle slope with the angle not larger than 15 degrees;
s5: covering the stripped surface soil on the shaped cracks and ridge according to the thickness of 20 cm;
s6: slightly tamping, and planting by using local grassland vegetation.
CN201911187024.1A 2019-11-28 2019-11-28 Synergistic treatment method for grassland cracks and bulges Pending CN110835907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911187024.1A CN110835907A (en) 2019-11-28 2019-11-28 Synergistic treatment method for grassland cracks and bulges

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911187024.1A CN110835907A (en) 2019-11-28 2019-11-28 Synergistic treatment method for grassland cracks and bulges

Publications (1)

Publication Number Publication Date
CN110835907A true CN110835907A (en) 2020-02-25

Family

ID=69577605

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911187024.1A Pending CN110835907A (en) 2019-11-28 2019-11-28 Synergistic treatment method for grassland cracks and bulges

Country Status (1)

Country Link
CN (1) CN110835907A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4222685A (en) * 1979-03-20 1980-09-16 Corporation De Fomento De La Produccion Pond sealing
CN104652451A (en) * 2015-01-17 2015-05-27 西安科技大学 Coal mining subsidence area administration method for loess hilly-gully region
CN107304559A (en) * 2016-04-18 2017-10-31 中国矿业大学(北京) The restorative procedure of ribbon Collapse Pit
CN110144912A (en) * 2019-06-05 2019-08-20 湖南双晟科技信息咨询有限公司 A kind of mine slope restorative procedure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4222685A (en) * 1979-03-20 1980-09-16 Corporation De Fomento De La Produccion Pond sealing
CN104652451A (en) * 2015-01-17 2015-05-27 西安科技大学 Coal mining subsidence area administration method for loess hilly-gully region
CN107304559A (en) * 2016-04-18 2017-10-31 中国矿业大学(北京) The restorative procedure of ribbon Collapse Pit
CN110144912A (en) * 2019-06-05 2019-08-20 湖南双晟科技信息咨询有限公司 A kind of mine slope restorative procedure

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
全国勘察设计注册工程师水利水电工程专业管理委员会: "《水利水电工程专业案例 2015版 水土保持篇》", 31 March 2015, 黄河水利出版社 *
尹国勋: "《矿山环境保护》", 31 May 2010, 中国矿业大学出版社 *

Similar Documents

Publication Publication Date Title
WO2016045440A1 (en) Mining method
CN101422094B (en) Thick-bed mining subsidence-land dynamic pre-reclamation method at plane mining-area
CN102733401B (en) Method for treating dump slope of surface mine
CN103741698B (en) Loess hilly-and-gully area coal-mining subsidence and crevice treatment method
CN103039147A (en) Reclamation method for sunk paddy field caused by mining in mountainous regions
CN103235853B (en) Adopt the multiple base pool layout method based on earthwork balance in limit for coal-mining subsidence rand
CN114134877B (en) Treatment method for mining ground cracks of shallow coal seam in hilly and hilly areas of peaked landform
CN105340408A (en) Afforestation and soil preparation method for rocky barren mountains in semi-arid regions
CN110835907A (en) Synergistic treatment method for grassland cracks and bulges
CN205662938U (en) Drainage excavation structure falls in foundation ditch
CN205421225U (en) Ultrasonic wave soft soil foundation treatment system
CN108086980B (en) A kind of surface mine exploits the reclamation method of security platform and cleaning platform
CN106688800A (en) Novel tailing pond moisture and fertilizer retention land reclamation process
Hu et al. Introduction to concurrent mining and reclamation for coal mines in China
CN204676518U (en) Foundation pit dewatering protection system
CN107938686A (en) Green body Slope greening method is answered based on drought and waterlogging area self application
CN103774698B (en) Soil engineering drainage-free construction method
CN203530994U (en) Stone slag field side slope ecological protection structure
CN105045962B (en) Bian Caibian second ploughing area Dynamic Construction absolute altitude determines method
CN106120502B (en) A kind of filled-up ground structure
US4007965A (en) Method of recovering useful minerals from subterranean deposits thereof
CN203808043U (en) Preloading deep silt layer foundation treatment structure
CN107605486A (en) A kind of mining methods suitable for deep metal mine
CN210459242U (en) Highway edge guard structure
CN110984119B (en) Method for leveling fractured and subsided land

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20200225