CN103276719B - The device and method of a kind of microorganism-electric osmose joint reinforcement clay - Google Patents
The device and method of a kind of microorganism-electric osmose joint reinforcement clay Download PDFInfo
- Publication number
- CN103276719B CN103276719B CN201310232687.7A CN201310232687A CN103276719B CN 103276719 B CN103276719 B CN 103276719B CN 201310232687 A CN201310232687 A CN 201310232687A CN 103276719 B CN103276719 B CN 103276719B
- Authority
- CN
- China
- Prior art keywords
- microorganism
- electroosmosis
- anode
- iontophoresis device
- nutrient solution
- 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.)
- Expired - Fee Related
Links
Landscapes
- Micro-Organisms Or Cultivation Processes Thereof (AREA)
- Apparatus Associated With Microorganisms And Enzymes (AREA)
Abstract
本发明公开一种微生物-电渗联合加固粘土的装置及方法,装置包括培养皿、营养液器皿、直流电源、微生物-电渗装置、温度计以及降温装置;方法包括以下步骤:(a)将微生物-电渗装置的阴、阳极分别埋入需要处理的土的两侧,将温度计插入处理土中心线;将放置培养皿、营养液器皿靠近微生物-电渗装置放置;(b)培养皿装入巴氏芽孢杆菌,营养液器皿装入溶有钙盐的尿素;进行菌种培养;将混有菌群、溶有钙盐的尿素营养液注入电渗装置及土壤中;(c)直流电源通电进行电渗,控制温度在50℃以下。本发明相对现有技术其优点在于加固效果更好、性价比高、操作简便且不受天气影响。
The invention discloses a device and method for combining microorganism-electroosmosis to strengthen clay. The device includes a culture dish, a nutrient solution container, a DC power supply, a microorganism-electroosmosis device, a thermometer, and a cooling device; the method includes the following steps: (a) the microorganism - The cathode and anode of the electroosmosis device are respectively buried on both sides of the soil to be treated, and the thermometer is inserted into the center line of the treated soil; the culture dish and the nutrient solution container are placed close to the microorganism-electroosmosis device; (b) the culture dish is loaded For Bacillus pasteuriani, the nutrient solution container is filled with urea dissolved in calcium salt; the bacteria are cultivated; the urea nutrient solution mixed with bacteria and dissolved in calcium salt is injected into the electroosmosis device and the soil; (c) DC power supply Electroosmosis is carried out, and the temperature is controlled below 50°C. Compared with the prior art, the present invention has the advantages of better reinforcement effect, high cost performance, easy operation and no weather influence.
Description
技术领域technical field
本发明涉及一种加固粘土的装置及方法。The invention relates to a device and method for reinforcing clay.
背景技术Background technique
微生物加固沙土的技术是由科学家Jason T.Dejong于2006年提出的,其所用的细菌为Bacillus pasteuru(以下简称巴氏芽孢杆菌)。此菌种是一种能够有氧呼吸的菌种,若在湿润的沙土中用尿素和溶有钙质的液体培养,能够在土颗粒间产生代谢产物碳酸钙,碳酸钙在土颗粒间粘固,从而提高了沙土的抗剪能力。但这方法只应用于沙土,在其他土壤或项目中不能实现,具有局限性。Reuss最早于1809年发现了粘土中的电渗现象,Casagrande于1939年首次将电渗法应用到土木工程中。之后各国学者在电渗机理和应用方面开展了一些研究工作。电渗是通过对土体施加直流电场,由于细粒土通常都带负电荷,导致孔隙水中存在与其平衡的水化阳离子,在电场作用下水化阳离子向负极移动,并带动水分子一起移动从而实现排水。电渗法的施工荷载小,排水速度主要取决于电力渗透性能而非土体的水力渗透性能,可以快速排出土中的自由水和部分弱结合水,因此只适合于渗透系数低的淤泥、淤泥质粘土以及污泥的排水等。The technology of microbial reinforcement of sandy soil was proposed by scientist Jason T. Dejong in 2006, and the bacteria used are Bacillus pasteuru (hereinafter referred to as Bacillus pasteuru). This strain is a strain capable of aerobic respiration. If it is cultivated in moist sandy soil with urea and calcium-dissolved liquid, it can produce metabolite calcium carbonate between soil particles, and calcium carbonate will stick between soil particles. , thereby improving the shear resistance of sandy soil. However, this method is only applicable to sandy soil, and cannot be realized in other soils or projects, and has limitations. Reuss first discovered electroosmosis in clay in 1809, and Casagrande first applied electroosmosis to civil engineering in 1939. After that, scholars from various countries have carried out some research work on the mechanism and application of electroosmosis. Electroosmosis is achieved by applying a direct current electric field to the soil. Since the fine-grained soil is usually negatively charged, there are hydration cations balanced with it in the pore water. Under the action of the electric field, the hydration cations move to the negative electrode and drive the water molecules to move together. drain. The construction load of the electroosmosis method is small, and the drainage speed mainly depends on the electric permeability rather than the hydraulic permeability of the soil. It can quickly discharge free water and some weakly bound water in the soil, so it is only suitable for silt and silt with low permeability coefficient. Clay and sludge drainage, etc.
发明内容Contents of the invention
发明目的:本发明的目的是针对现有技术的不足而提供一种能够更均匀、更好的处理粘土、淤泥的加固问题,而造价不多,性价比高的微生物-电渗联合加固粘土的装置及方法。Purpose of the invention: The purpose of the present invention is to provide a more uniform and better treatment of clay and silt reinforcement problems in view of the deficiencies in the prior art, and the cost is not much, and the cost-effective microorganism-electroosmosis joint reinforcement clay device and methods.
技术方案:为了实现本发明的目的,本发明公开一种微生物-电渗联合加固粘土的装置,包括培养皿、营养液器皿、直流电源、微生物-电渗装置、温度计以及降温装置;直流电源的正极通过导线与微生物-电渗装置的阳极相连;直流电源的负极通过导线与微生物-电渗装置的阴极相连;降温装置包括冷却室、压缩机、出水管和回水管;微生物-电渗装置的阳极包括碳棒和口字形钢板的间或排列,碳棒为空心的。Technical solution: In order to achieve the purpose of the present invention, the present invention discloses a device for joint reinforcement of microorganism-electroosmosis, including a culture dish, a nutrient solution vessel, a DC power supply, a microorganism-electroosmosis device, a thermometer, and a cooling device; The positive electrode is connected to the anode of the microorganism-electroosmosis device through a wire; the negative electrode of the DC power supply is connected to the cathode of the microorganism-electroosmosis device through a wire; the cooling device includes a cooling chamber, a compressor, an outlet pipe and a return pipe; the microorganism-electroosmosis device The anode consists of an alternate arrangement of carbon rods and zigzag steel plates, and the carbon rods are hollow.
本发明还公开了这种微生物-电渗联合加固粘土的方法,包括以下步骤:The present invention also discloses the method for this microorganism-electroosmosis joint reinforcement clay, comprising the following steps:
(a)将微生物-电渗装置的阴、阳极分别埋入需要处理的土的两侧,将温度计以阴极3至4个碳棒为间距,插入处理土中心线,并将降温装置的水管围绕温度计埋入土中;将直流电源的正极通过导线与微生物-电渗装置的阳极相连;将直流电源的负极通过导线与微生物-电渗装置的阴极相连;将放置培养皿、营养液器皿靠近微生物-电渗装置放置;(a) Embed the cathode and anode of the microorganism-electroosmosis device on both sides of the soil to be treated, insert the thermometer into the center line of the treated soil with 3 to 4 carbon rods as the cathode, and surround the water pipe of the cooling device Bury the thermometer in the soil; connect the positive pole of the DC power supply to the anode of the microorganism-electroosmosis device through a wire; connect the negative pole of the DC power supply to the cathode of the microorganism-electroosmosis device through a wire; Electroosmosis device placement;
(b)培养皿装入巴氏芽孢杆菌,营养液器皿装入溶有钙盐的尿素;进行菌种培养;将混有菌群、溶有钙盐的尿素营养液注入电渗装置及土壤中;(b) The petri dish is loaded with Bacillus pasteuriana, and the nutrient solution container is filled with urea dissolved in calcium salt; the bacteria are cultivated; the urea nutrient solution mixed with bacteria and dissolved in calcium salt is injected into the electroosmosis device and the soil ;
(c)直流电源通电进行电渗,电渗的同时继续注入菌种和营养液;与此同时,若温度计的温度达到50℃以上,启动降温装置,实施降温。(c) The DC power supply is energized for electroosmosis, and bacteria and nutrient solution are continuously injected during electroosmosis; at the same time, if the temperature of the thermometer reaches above 50°C, start the cooling device to implement cooling.
其中(b)步骤中菌种培养时间为2至5小时。(c)步骤中微生物-电渗装置的电极单位电压为0.5至2V/cm;电渗施工时间为3至4天。Wherein (b) the strain culture time in the step is 2 to 5 hours. (c) The electrode unit voltage of the microorganism-electroosmosis device in the step is 0.5 to 2 V/cm; the electroosmosis construction time is 3 to 4 days.
有益效果:本发明与现有技术相比,其显著优点在于充分发挥了电渗技术的优点,土体未加固时,空隙率较高,通过微生物粘固技术产生钙沉淀粘固土颗粒间隙,同时进行电渗,排出自由水和弱结合水,从而可以更有效的提高土体加固效果,加固效果要大幅优于单纯的微生物粘固法或电渗法;电渗过程中会在阳极和阴极产生气泡从而增加界面电阻,提高了土壤温度,从而提高细菌代谢酶的活性,促进钙沉淀的产生,提高加固效果;在单纯的微生物粘固法基础上增加的工序不多,可充分利用已有的技术、工序,是性价比很高的软土处理方法;装置及方法可以在湿润土壤中进行,不受雨水等天气变化的影响。Beneficial effects: Compared with the prior art, the present invention has the remarkable advantage that the advantages of the electroosmotic technology are fully utilized. When the soil body is not reinforced, the porosity is relatively high, and the gap between calcium precipitated and cemented soil particles is generated by the microbial cementation technology. At the same time, electroosmosis is carried out to discharge free water and weakly bound water, so that the soil reinforcement effect can be more effectively improved, and the reinforcement effect is much better than that of simple microbial cementation or electroosmosis; during the electroosmosis process, there will be anode and cathode Bubbles are generated to increase the interface resistance, increase the soil temperature, thereby increasing the activity of bacterial metabolic enzymes, promoting the generation of calcium precipitation, and improving the reinforcement effect; there are not many additional processes on the basis of the simple microbial cementation method, and the existing ones can be fully utilized. It is a very cost-effective soft soil treatment method; the device and method can be carried out in wet soil, and will not be affected by weather changes such as rain.
附图说明Description of drawings
图1为本发明的微生物-电渗联合加固粘土的装置。Fig. 1 is the device of the present invention for joint consolidation of microorganisms and electroosmosis.
具体实施方式Detailed ways
下面结合图对本发明作更进一步的说明。The present invention will be further described below in conjunction with the figures.
如图1所示,本发明的微生物-电渗联合加固粘土的装置包括包括培养皿1、营养液器皿2、直流电源3、微生物-电渗装置4、温度计5以及降温装置6;直流电源3的正极通过导线与微生物-电渗装置4的阳极相连;直流电源3的负极通过导线与微生物-电渗装置4的阴极相连;降温装置6包括冷却室、压缩机、出水管和回水管;温度计5置于微生物-电渗装置4的阴阳极碳棒的中线上;降温装置6的出水管和回水管曲折布置于微生物-电渗装置4的阴阳极碳棒之间,并且与碳棒连线平行且长度相等;微生物-电渗装置4的阳极包括碳棒42和口字形钢板41间或排列,碳棒42为空心的,而阴极碳棒没有规定形态。使用该装置进行粘土加固工程时,包括以下步骤:As shown in Figure 1, the device of microorganism-electroosmosis joint reinforcement clay of the present invention comprises culture dish 1, nutrient solution container 2, DC power supply 3, microorganism-electroosmosis device 4, thermometer 5 and cooling device 6; DC power supply 3 The positive pole of the DC power supply is connected to the anode of the microorganism-electroosmosis device 4 by a wire; the negative pole of the DC power supply 3 is connected to the cathode of the microorganism-electroosmosis device 4 by a wire; the cooling device 6 includes a cooling chamber, a compressor, an outlet pipe and a return pipe; a thermometer 5 placed on the center line of the cathode and anode carbon rods of the microorganism-electroosmosis device 4; the outlet pipe and the return pipe of the cooling device 6 are zigzag arranged between the cathode and anode carbon rods of the microorganism-electroosmosis device 4, and connected with the carbon rods Parallel and equal in length; the anode of the microorganism-electroosmotic device 4 includes carbon rods 42 and zigzag steel plates 41 arranged alternately, the carbon rods 42 are hollow, and the cathode carbon rods have no specified shape. When using this device for clay reinforcement works, the following steps are included:
(a)将微生物-电渗装置4的阴、阳极分别埋入需要处理的土的两侧,将温度计5以阴极3至4个碳棒为间距,插入处理土中心线,并将降温装置的水管围绕温度计埋入土中;将直流电源3的正极通过导线与微生物-电渗装置4的阳极相连;将直流电源3的负极通过导线与微生物-电渗装置4的阴极相连;在培养皿1中培养微生物,将放置培养皿1、营养液器皿2靠近微生物-电渗装置4放置,并进行一般防护。(a) Embed the cathode and anode of the microorganism-electroosmosis device 4 into the two sides of the soil to be treated respectively, insert the thermometer 5 into the center line of the treated soil with 3 to 4 carbon rods as the cathode, and place the The water pipe is buried in the soil around the thermometer; the positive pole of the DC power supply 3 is connected to the anode of the microorganism-electroosmosis device 4 through a wire; the negative pole of the DC power supply 3 is connected to the cathode of the microorganism-electroosmosis device 4 through a wire; To cultivate microorganisms, place the petri dish 1 and the nutrient solution container 2 close to the microorganism-electroosmotic device 4, and perform general protection.
(b)培养皿1装入巴氏芽孢杆菌,并加入尿素进行一般性培养,注意保护培养皿,避免受到其他细菌干扰,出现丢失菌种情况;将培养皿中菌群适量移入新培养皿并注入溶有钙盐的尿素营养液进行培养;将混有菌群、溶有钙盐的尿素营养液注入电渗装置及土壤中;(b) Petri dish 1 is loaded with Bacillus pasteuriana, and urea is added for general culture. Pay attention to protect the petri dish to avoid interference from other bacteria and loss of strains; transfer an appropriate amount of bacteria in the petri dish to a new petri dish and Inject the urea nutrient solution dissolved with calcium salt for cultivation; inject the urea nutrient solution mixed with bacterial flora and dissolved with calcium salt into the electroosmosis device and the soil;
(c)注入菌种2至5小时后,直流电源3通电进行电渗,保证阳极钢板和碳棒与阴极的碳棒之间的单位长度直流电压为0.5至2V/cm;电渗的同时继续注入菌种和营养液,电渗时土中的部分自由水和弱结合水会从阳极流向阴极,使土体收缩,迅速排出阳极和阴极上产生的气泡,从而减小界面电阻提高电渗效率,而微生物的钙代谢产物增强土的粘固度,在微生物-电渗联合作用下,土体会进一步得到加固;与此同时,若温度计5的温度达到50℃以上,启动降温装置6,实施降温。(c) 2 to 5 hours after the bacteria are injected, the DC power supply 3 is energized for electroosmosis to ensure that the DC voltage per unit length between the anode steel plate and carbon rod and the cathode carbon rod is 0.5 to 2V/cm; while electroosmosis continues Inject bacterial species and nutrient solution, during electroosmosis, part of the free water and weakly bound water in the soil will flow from the anode to the cathode, causing the soil to shrink, and quickly discharge the air bubbles generated on the anode and cathode, thereby reducing the interface resistance and improving the electroosmosis efficiency , while the calcium metabolites of microorganisms enhance the soil’s cohesion, and the soil will be further strengthened under the combined action of microorganisms and electroosmosis; at the same time, if the temperature of the thermometer 5 reaches above 50°C, start the cooling device 6 to implement cooling .
联合施工的时间根据加固区土质情况从3~4天不等,联合施工至加固效果不再增加时停止菌种注入和电渗。The time of joint construction varies from 3 to 4 days according to the soil quality of the reinforcement area, and the bacteria injection and electroosmosis are stopped when the joint construction does not increase the reinforcement effect.
综上所述,与现有技术相比,本发明的优点在于:In summary, compared with the prior art, the present invention has the advantages of:
充分发挥了电渗技术的优点,土体未加固时,空隙率较高,通过微生物粘固技术产生钙沉淀粘固土颗粒间隙,同时进行电渗,排出自由水和弱结合水,从而可以更有效的提高土体加固效果。加固效果要大幅优于单纯的微生物粘固法或电渗法。Give full play to the advantages of electroosmosis technology. When the soil is not reinforced, the porosity is high. The gap between calcium precipitated cemented soil particles is generated by microbial cementation technology, and electroosmosis is performed at the same time to discharge free water and weakly bound water, so that it can be more Effectively improve the effect of soil reinforcement. The reinforcement effect is much better than that of simple microbial cementation or electroosmosis.
电渗过程中会在阳极和阴极产生气泡从而增加界面电阻,提高了土壤温度,从而提高细菌代谢酶的活性,促进钙沉淀的产生,提高加固效果。During the electroosmotic process, air bubbles will be generated at the anode and cathode, thereby increasing the interface resistance and increasing the soil temperature, thereby increasing the activity of bacterial metabolic enzymes, promoting the generation of calcium precipitation, and improving the reinforcement effect.
电渗是配合微生物加固介入的,总的耗电量不多,而加固效果有大幅提高。在单纯的微生物粘固法基础上增加的工序不多,可充分利用已有的技术、工序,是性价比很高的软土处理方法。Electroosmosis is intervened in conjunction with microbial reinforcement, the total power consumption is not much, and the reinforcement effect is greatly improved. There are not many additional processes on the basis of the simple microbial cementation method, and the existing technology and processes can be fully utilized. It is a cost-effective soft soil treatment method.
装置及方法可以在湿润土壤中进行,不受雨水等天气变化的影响。The device and method can be carried out in moist soil without being affected by weather changes such as rain.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310232687.7A CN103276719B (en) | 2013-06-09 | 2013-06-09 | The device and method of a kind of microorganism-electric osmose joint reinforcement clay |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310232687.7A CN103276719B (en) | 2013-06-09 | 2013-06-09 | The device and method of a kind of microorganism-electric osmose joint reinforcement clay |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103276719A CN103276719A (en) | 2013-09-04 |
CN103276719B true CN103276719B (en) | 2015-08-26 |
Family
ID=49059325
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310232687.7A Expired - Fee Related CN103276719B (en) | 2013-06-09 | 2013-06-09 | The device and method of a kind of microorganism-electric osmose joint reinforcement clay |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103276719B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11879227B2 (en) | 2019-05-31 | 2024-01-23 | Ecole Polytechnique Federale De Lausanne (Epfl) | System and method for ground consolidation |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389309B (en) * | 2014-11-21 | 2016-02-03 | 淮海工学院 | A kind of construction method of sand pile |
CN104594333B (en) * | 2014-12-08 | 2016-02-10 | 河海大学 | The Soft Clay Foundation processing method of ring-type electric osmose individual well draining |
CN104631430B (en) * | 2014-12-29 | 2016-06-29 | 南京林业大学 | A kind of method of microorganism slip casting sand drain soft soil foundation |
CN105220681A (en) * | 2015-10-26 | 2016-01-06 | 南京林业大学 | A kind of method of microorganism-electric field joint reinforcement Liquefaction Foundation |
CN105294051B (en) * | 2015-11-26 | 2017-07-04 | 方祥位 | The preparation method and its device of microorganism coral sanded brick |
CN105970913B (en) * | 2016-05-06 | 2018-01-30 | 扬州大学 | The method of the modified sand of electric osmose microorganism grouting and silt |
CN109339028B (en) * | 2018-10-24 | 2021-01-01 | 浙江大学宁波理工学院 | Soft clay treatment device and treatment method for electroosmosis combined microbial circulating grouting |
CN110185024B (en) * | 2019-04-22 | 2020-05-22 | 浙江大学 | A device and method for simultaneously realizing MICP grouting to reinforce soil and remove its by-products |
CN112683630B (en) * | 2021-01-25 | 2024-05-24 | 浙江科技学院 | In-situ solidification sample preparation instrument and sample preparation method for calcareous sand hollow cylindrical sample |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5044435A (en) * | 1990-07-16 | 1991-09-03 | Injectech, Inc. | Enhanced oil recovery using denitrifying microorganisms |
CN1884707A (en) * | 2006-07-11 | 2006-12-27 | 叶吉 | Method for integrative consolidation of soft soil groundsill by vacuum electroosmosis and precipitation and low energy intensity tampering |
CN1923720A (en) * | 2006-09-13 | 2007-03-07 | 东南大学 | Method of consolidating heavy metal ion by microorganism |
CN101182709A (en) * | 2007-11-30 | 2008-05-21 | 陈江涛 | Method of composite electroosmosis, vacuum precipitation and vacuum preload reinforcement foundation and device thereof |
CN101368384A (en) * | 2008-09-19 | 2009-02-18 | 东南大学 | A method of solidifying soil using carbonate mineralizing bacteria |
CN101644047A (en) * | 2009-07-23 | 2010-02-10 | 东南大学 | Method of adhering loose sands employing microbial mineralization |
-
2013
- 2013-06-09 CN CN201310232687.7A patent/CN103276719B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5044435A (en) * | 1990-07-16 | 1991-09-03 | Injectech, Inc. | Enhanced oil recovery using denitrifying microorganisms |
CN1884707A (en) * | 2006-07-11 | 2006-12-27 | 叶吉 | Method for integrative consolidation of soft soil groundsill by vacuum electroosmosis and precipitation and low energy intensity tampering |
CN1923720A (en) * | 2006-09-13 | 2007-03-07 | 东南大学 | Method of consolidating heavy metal ion by microorganism |
CN101182709A (en) * | 2007-11-30 | 2008-05-21 | 陈江涛 | Method of composite electroosmosis, vacuum precipitation and vacuum preload reinforcement foundation and device thereof |
CN101368384A (en) * | 2008-09-19 | 2009-02-18 | 东南大学 | A method of solidifying soil using carbonate mineralizing bacteria |
CN101644047A (en) * | 2009-07-23 | 2010-02-10 | 东南大学 | Method of adhering loose sands employing microbial mineralization |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11879227B2 (en) | 2019-05-31 | 2024-01-23 | Ecole Polytechnique Federale De Lausanne (Epfl) | System and method for ground consolidation |
Also Published As
Publication number | Publication date |
---|---|
CN103276719A (en) | 2013-09-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103276719B (en) | The device and method of a kind of microorganism-electric osmose joint reinforcement clay | |
CN106192982B (en) | A method of the electric osmose soil stake based on tubulose ekg electrode handles soft base | |
CN104452740B (en) | A kind of method of Reinforcement liquefaction sand foundation | |
CN105714765A (en) | Microorganism low-temperature grouting and soil reinforcing method | |
CN105970913B (en) | The method of the modified sand of electric osmose microorganism grouting and silt | |
CN109339028B (en) | Soft clay treatment device and treatment method for electroosmosis combined microbial circulating grouting | |
CN108049409A (en) | A kind of method of the solid soil of microbes synthase inhibitor slip casing by pressure | |
CN105649003A (en) | Reinforcing device for reinforcing sand foundation through combination of microorganisms with vacuum drainage and reinforcing method of reinforcing device | |
CN105220681A (en) | A kind of method of microorganism-electric field joint reinforcement Liquefaction Foundation | |
CN107724379B (en) | An electrochemical-vacuum precompression method for strengthening soft foundations | |
CN102493493B (en) | Method for plugging horizontal fissures of basement concrete structure by grouting microorganisms | |
CN105297705A (en) | Biological sandstone preparation method and device based on MICP (Microbial Induced Carbonate Precipitation) technology | |
CN110344392B (en) | Microorganism soil solidifying device and method for static retarding treatment | |
CN103773376B (en) | Method for solidifying loose coral sand by using microorganisms | |
CN105507232A (en) | Microorganism slab grouting device and method used for reinforcing liquefiable foundation | |
CN112239672A (en) | Microbial reinforcement liquid for slope reinforcement, preparation method and construction method thereof | |
CN102493494A (en) | Method for sealing vertical cracks of basement concrete structures by using microbial grouting | |
CN105927199B (en) | A kind of method for strengthening weak seam hydraulic fracture flow conductivity | |
CN104016731B (en) | A kind of human and animal excreta anaerobically fermenting treatment unit and treatment process | |
CN102900067A (en) | Processing method for reinforcing soft clay ground through vacuum preloading in combination with electro-osmosis method | |
CN114657971B (en) | A kind of microbial microcapsule and its preparation method and the application of curing soft soil foundation | |
CN109610438A (en) | Device and method for strengthening soft soil foundation by electrochemical salt injection | |
CN108008110A (en) | A kind of microorganism based on temperature conditionss cures sand optimization method | |
CN211006631U (en) | A microbial soil-fixing device for electrostatic retardation treatment | |
CN104480901B (en) | A kind of blocking method of earth and rockfill dam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150826 Termination date: 20210609 |
|
CF01 | Termination of patent right due to non-payment of annual fee |