CN108680409A - Sample preparation device applied to fine grained soil to control compaction degree - Google Patents

Sample preparation device applied to fine grained soil to control compaction degree Download PDF

Info

Publication number
CN108680409A
CN108680409A CN201810459104.7A CN201810459104A CN108680409A CN 108680409 A CN108680409 A CN 108680409A CN 201810459104 A CN201810459104 A CN 201810459104A CN 108680409 A CN108680409 A CN 108680409A
Authority
CN
China
Prior art keywords
compaction
bucket
sample preparation
steam
sample
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.)
Granted
Application number
CN201810459104.7A
Other languages
Chinese (zh)
Other versions
CN108680409B (en
Inventor
杨忠年
张亮
罗永旭
苏雷
凌贤长
王勇
时伟
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.)
Qingdao University of Technology
Original Assignee
Qingdao University of Technology
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 Qingdao University of Technology filed Critical Qingdao University of Technology
Priority to CN201810459104.7A priority Critical patent/CN108680409B/en
Publication of CN108680409A publication Critical patent/CN108680409A/en
Application granted granted Critical
Publication of CN108680409B publication Critical patent/CN108680409B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/28Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
    • G01N1/286Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q involving mechanical work, e.g. chopping, disintegrating, compacting, homogenising

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

The invention discloses a sample preparation device applied to fine grained soil to control compaction degree, which comprises a rigid frame, a stirring system, a compaction system, a steam generation system and a measurement system, wherein a compaction barrel is arranged on the rigid frame, and a steam guide pipe connected with the steam generation system is arranged below the compaction barrel; quantitative control is realized by accurately controlling the downward displacement of the compaction rod and combining accurate observation of an acrylic scale on the side wall of the compaction barrel; in the compaction process, the water content of the sample does not need to be transferred to other containers again after being prepared, so that water evaporation caused by soil sample transfer can be avoided, and the test precision is effectively improved; the scheme can also be applied to soil compaction tests, the optimal moisture content and the maximum dry density of the soil sample are determined by drawing compaction curves, the integration and the multiple purposes are realized, the trouble that a compaction tester needs to be used for tests is eliminated, and the practical value and the popularization value are high.

Description

A kind of sample preparation device applied to fine grained soil control compactness
Technical field
The present invention relates to soil test technique fields, and in particular to a kind of system accurately controlling compactness applied to fine grained soil Sampling device, be laboratory test in, remodeling fine grained soil make different compactnesss, different water cut sample provide have more convenience and The tool of precision, while the use of compaction test instrument can be made.
Background technology
In geotechnical engineering practice, it is often necessary to study physical mechanics of the various remoldability fine grained soils under different compactnesss Property provides guidance for engineering practice.Soil sample compacting is all work to be done of the soil test first step, at this stage indoor geotechnique It tests and relies primarily on manual experience when making the sample of different compactnesss, moisture content, be mostly qualitatively to control, shortage convenience, Quantitative control, sample preparation device with strong points;Compactness is all controlled by moisture content, and now mostly is using first will be native It after sample is mixed thoroughly outside, then puts into sample preparation device container and is compacted, during which there may be the influences such as moisture evaporation experiment essences Degree, is unfavorable for practical application, causes compactness inside the sample made uneven, moisture content is inaccurate, the compacting of sample preparation finished product There are larger gaps with design value for degree.In view of using pure manual sample preparation, either operation etc. is brought existing sample preparation device by rule of thumb Inconvenience and low precision factor, design it is a kind of applied to fine grained soil control compactness sample preparation device be particularly important.
Invention content
The present invention proposes a kind of sample preparation device applied to fine grained soil control compactness, is made for laboratory soil test different Moisture content, remolded cohesive soil offer one kind of different compactnesss is easily operated, controls accurately sample preparation tool.
The present invention is realized using technical solution below:A kind of sample preparation dress applied to fine grained soil control compactness It sets, including rigid frame, stirring system, debulking systems, steam generating system and measuring system, is arranged on the rigid frame There is compacting bucket, is compacted be provided with the steam lead being connected with steam generating system below bucket;
The debulking systems include driving device, compaction rod and the piston being connected with compaction rod, and compaction rod is filled with driving Set connected, piston is arranged in compacting bucket and match with the internal diameter of compacting bucket, and driving device control compaction rod stretches up and down It is mobile to be moved up and down in compacting bucket with piston in turn, soil sample is densified to required volume;The stirring system includes stirring Bar and agitating plate in stirring boom end is set, the first through hole with the agitating plate form fit is provided on piston, is stirred It mixes bar with driving device to be connected, rotates and realize stirring rod moving up and down along first through hole by driving device control stirring rod, Stirring rod shifts up the bottom surface of the bottom surface and piston that make agitating plate under the action of driving device and closely pastes after the completion of stirring It closes and in same level;
The steam generating system includes water tank, ultrasonic wave steam generator and turbine steam pressurizer, the water tank Be connected with ultrasonic wave steam generator, ultrasonic wave steam generator is connected with turbine steam pressurizer, turbine steam pressurizer with Steam lead is connected, and the high steam of generation is injected by the thin steam lead of length in soil sample, realizes the uniform humidification to soil sample;Institute It includes optical fiber, optical fibre interrogation instrument and moisture content device for digit-displaying to state measuring system, the optical fiber along compacting bucket inner wall setting, optical fiber with Optical fibre interrogation instrument is connected, and to detect the indexs such as soil sample temperature and moisture content, in injection steam, can monitor soil sample in real time Moisture content.
Further, the compacting bucket includes a drum and the sample preparation bucket being arranged below drum, is compacted the side wall of bucket On be vertically arranged with a bar shape trench hole, acrylic graduated scale is provided in bar shape trench hole, in order to observe soil sample in bucket in real time Compacting height, so that it is guaranteed that the accuracy of sample compactness.
Further, the sample preparation bucket includes two semicircular petal, and cutting ring, the side wall of two semicircular petal are provided in sample preparation bucket On be provided with fixing lock to realize the free switch of sample preparation bucket, facilitate by the soil sample made take out.
Further, Teflon long paint is coated on the inner surface and compacting bucket inner wall that the cutting ring is contacted with soil sample Layer, to facilitate form removal.
Further, it is additionally provided with horizontal baffle on the compaction rod, is provided on the horizontal baffle and stirring rod The second through-hole matched, stirring rod passes through second through-hole, to limit stirring rod, achievees the effect that stablize stirring.
Further, the cross-sectional shape of the agitating plate is cross, ensures the more uniform of stirring.
Further, it is arranged fluted on the compacting bucket inner wall, the fiber deployment is in the groove, effectively to protect Optical fiber is protected, prevents from causing damage to optical fiber when soil shear failure and compacting, influence to monitor.
Further, the steam lead is laid in sample bottom high density, and the internal diameter of steam lead is 0.3mm-1mm, And filter paper is provided with above steam lead, prevent soil particle from blocking under the premise of increasing vapor with sample contacts area Steam lead.
Compared with prior art, the advantages and positive effects of the present invention are:
(1) compactness sample preparation device proposed by the present invention as a vapor humidifies soil sample, and passes through optical fiber reality Now the implementation of Water Content Tests in Soil Samples is monitored, the soil sample of specific moisture content can accurately be configured;By be accurately controlled compaction rod to Under displacement, and the acrylic scale on compacting barrel side wall is combined accurately to observe, realizes quantitative control, for example to control it dry Soil sample is pressed onto some position (its corresponding soil sample dry density) and just stopped by density, and measuring accuracy is high;
(2) compactness is all controlled by controlling moisture content, and this programme is directly being compacted by way of vapor It is stirred in bucket, vapor and soil sample are uniformly mixed, humidify uniformly;In compacting process, while moisture content can be prepared, be kept away Exempt from other samples to stir humidification outside, carry out in container being compacted caused moisture evaporation, further increases precision;
(3) existing compactor is only compacted, and after compacting is over, to be generally placed on compaction tester, according to hitting Solid-line curve obtains maximum dry density and optimum moisture content relationship;But the sample preparation device that this programme is proposed is in addition to accurate sample preparation, Compacting can directly carry out compaction test, draw tamping curve after being over, determine the optimum moisture content and maximum dry density of soil sample, It realizes that one is multi-purpose, eliminates and additionally need the trouble that compaction tester is done experiment.
Description of the drawings
Fig. 1 is the overall structure diagram of sample preparation device described in the embodiment of the present invention;
Fig. 2 is the attachment structure schematic diagram of debulking systems and stirring system in Fig. 1;
Fig. 3 is the structural schematic diagram that bucket is compacted in Fig. 1.
Specific implementation mode
In order to which the above objects, features and advantages of the present invention is more clearly understood, below in conjunction with the accompanying drawings and implement The present invention will be further described for example.It should be noted that in the absence of conflict, in embodiments herein and embodiment Feature can be combined with each other.Many details are elaborated in the following description to facilitate a thorough understanding of the present invention, still, The present invention can also be implemented using different from other modes described here, and therefore, the present invention is not limited to following public Specific embodiment.
As shown in Figure 1, a kind of sample preparation device applied to fine grained soil control compactness, including rigid frame 6, stirring system System, debulking systems, steam generating system and measuring system are provided with compacting bucket 13 on the rigid frame 6, compacting bucket 13 Lower section is provided with the steam lead 14 being connected with steam generating system;The debulking systems include driving device 1, compaction rod 4 with And the piston 7 being connected with compaction rod 4, compaction rod 4 are connected with driving device 1, hydraulic device, electricity may be used in the driving device The structures such as machine are designed, be existing apparatus, be not set forth in detail herein, piston 7 setting compacting bucket 13 in and with compacting bucket 13 internal diameter matching, the driving device 1 control about 4 telescopic moving of compaction rod and then with piston 7 on compacting bucket 13 is interior Soil sample is densified to required volume by lower movement;
The stirring system includes stirring rod 3 and agitating plate 10 in 3 end of stirring rod is arranged, as shown in Fig. 2, piston It is provided with the first through hole with 10 form fit of the agitating plate on 7, in the present embodiment, the cross section of the agitating plate 10 is ten Font ensures the more uniform of stirring, and stirring rod 3 is connected with driving device, is rotated and is realized by driving device control stirring rod Stirring rod is moved up and down along first through hole, and stirring rod shifts up under the action of driving device after the completion of stirring makes stirring The bottom surface of plate 10 fits closely with the bottom surface of piston 7 and in same level, in order to realize accurate positioning, the compaction rod It is fixedly installed horizontal baffle 5 on 4, stop block 21 is provided on the stirring rod 3, when bottom surface fits closely, on stirring rod 3 Stop block 21 lived just by 5 backstop of baffle, when compaction rod is to bottom offset, agitating plate 10 and piston 7 together compacted samples, and And it is provided on the horizontal baffle 5 and passes through second through-hole with 3 matched second through-hole of stirring rod, stirring rod 3, stirring Stirring rod 3 can be limited when mixing, achieve the effect that stablize stirring.
In addition, continuing to refer to figure 1, the steam generating system includes water tank 18, ultrasonic wave steam generator 19 and whirlpool Take turns steam pressurizer 17, in the present embodiment, steam generating system includes that water tank, ultrasonic wave steam generator and turbine steam add Depressor is all made of existing equipment on sale, and the water tank 18 is connected with ultrasonic wave steam generator 19, ultrasonic wave steam generator 19 It is connected with turbine steam pressurizer 17, turbine steam pressurizer 17 is connected with steam lead 14, and the high steam of generation passes through length In soil sample in the thin injection of steam lead 14 compacting bucket, the uniform humidification to soil sample is realized;The measuring system include optical fiber 9, Optical fibre interrogation instrument 16 and moisture content device for digit-displaying 8, the optical fiber 9 are compacted be provided on bucket inner wall along compacting 13 inner wall of bucket setting With the matched groove of optical fiber, the fiber deployment is in the groove, with effective protection optical fiber, when preventing soil shear failure and compacting Damage is caused on optical fiber, influences monitoring, optical fiber 9 is connected with optical fibre interrogation instrument 16, to detect the fingers such as soil sample temperature and moisture content Mark, in injection steam, can monitor the moisture content of soil sample, and shown by moisture content device for digit-displaying in real time.
As shown in figure 3, the compacting bucket 13 includes a drum 131 and the sample preparation bucket 132 being arranged below drum 131, It is compacted be vertically arranged with a bar shape trench hole 20 on the side wall of bucket 13, acrylic graduated scale is provided in bar shape trench hole 20, in order to The compacting height of soil sample in bucket is observed in real time, so that it is guaranteed that the accuracy of sample compactness, the sample preparation bucket 132 includes two semicircular Petal is provided with cutting ring in sample preparation bucket 132, fixing lock 12 is provided on the side wall of two semicircular petal to realize sample preparation bucket 132 Free switch facilitates and takes out the soil sample made.
In addition, for convenience of form removal, Teflon is coated on the inner surface and compacting bucket inner wall that the cutting ring is contacted with soil sample Long paint layer, and steam lead is laid in sample bottom in high density, and the internal diameter of steam lead is 0.3mm-1mm, preferably 0.5mm, and filter paper is provided with above steam lead, soil is prevented under the premise of increasing vapor with sample contacts area Grain blocks steam lead.
With reference to specific processing procedure, the operating process of sample preparation device of the present invention is described in detail:
(1) it is first pre-processed, measures cutting ring height h0, the gross weight m of cutting ring and teflon coatings0, cutting ring bottom surface radius r0, and calculate compacting bottom of the barrel area (cutting ring floor space) s0
(2) open every sensor, inspection apparatus leakproofness after, two semicircular petal is fastened be placed on drum just under Side makes its both sides scale coincide with compacting bucket both sides scale, and opening ultrasonic wave steam generator makes it first preheat 5min-10min, It is M to be poured into compacting bucket and weighed up quality1Soil sample, record moisture content ρ at this time1
(3) position of adjustment stirring rod makes in cross agitating plate whole injection soil sample, and turns on the switch and make its rotation, opens Turbine steam pressurizer makes the steam of generation in larger pressure injection soil sample;
(4) variation for monitoring its moisture content in real time by moisture content device for digit-displaying, when the numerical value of display reaches ρ2When, it closes super It is ρ that moisture content, which can be obtained, in sound wave steam generator, turbine steam pressurizer and cross agitating plate2Soil sample;
So that cross agitating plate is increased along the first through hole of piston by controller, is stirred when its bottom coincide with piston base Bar is mixed just to be blocked by baffle.
(5) driving device is opened, if the displacement that good compaction rod is downward, while the acrylic scale plate by being compacted bucket both sides Observation soil sample is compacted situation in real time;After stiff piston is displaced to the position H calculated in advance, driving device is shut down, is stood Two semicircular petal is opened after 1min-2min, and takes out cutting ring, is scabbled the part of soil sample surface irregularity using native knife is cut, Weigh gained soil sample and cutting ring gross weight m1
Handle data:If the density after soil sample compacting is υ, then there is the volume V of soil sample after compacting1=H*s0, qualityTherefore have
M1Soil sample initial mass;M2Moisture content reaches ρ2When quality of soil sample;ρ1Soil sample initial aqueous rate;ρ2Soil sample target Moisture content;Height after the compacting of H- soil samples;s0It is compacted bucket, cutting ring cross-sectional area.
Accuracy detection:(m1-m0)=η (ν * s0*h0)
h0Soil sample elemental height;m0Cutting ring quality;m1Soil sample and cutting ring quality.
If according to experiment statistics as a result, | 1- η |≤3%, illustrate that the precision of soil sample reaches standard.
In compaction test, sample moisture content is ρa, hit the height H of sample after realitya, sample matter dry density is:
The above described is only a preferred embodiment of the present invention, being not that the invention has other forms of limitations, appoint What those skilled in the art changed or be modified as possibly also with the technology contents of the disclosure above equivalent variations etc. It imitates embodiment and is applied to other fields, but it is every without departing from technical solution of the present invention content, according to the technical essence of the invention To any simple modification, equivalent variations and remodeling made by above example, the protection domain of technical solution of the present invention is still fallen within.

Claims (8)

1. it is a kind of applied to fine grained soil control compactness sample preparation device, which is characterized in that including rigid frame, stirring system, Debulking systems, steam generating system and measuring system are provided with compacting bucket on the rigid frame, are compacted the lower section setting of bucket There is the steam lead being connected with steam generating system;
The debulking systems include driving device, compaction rod and the piston being connected with compaction rod, compaction rod and driving device phase Even, piston is arranged in compacting bucket and is matched with the internal diameter of compacting bucket, the driving device control compaction rod telescopic moving up and down And then moved up and down in compacting bucket with piston, with compacted samples;The stirring system includes that stirring rod and setting are being stirred The agitating plate of boom end is mixed, the first through hole with the agitating plate form fit, stirring rod and driving device are provided on piston It is connected, rotated by driving device control stirring rod and realizes stirring rod moving up and down along first through hole;
The steam generating system includes water tank, ultrasonic wave steam generator and turbine steam pressurizer, the water tank with it is super Sound wave steam generator is connected, and ultrasonic wave steam generator is connected with turbine steam pressurizer, turbine steam pressurizer and steam Conduit is connected, and realizes the steam humidification to soil sample;The measuring system includes optical fiber, optical fibre interrogation instrument and moisture content digital display Device, the optical fiber are connected with optical fibre interrogation instrument, refer to detect soil sample temperature and moisture content along compacting bucket inner wall setting, optical fiber Mark, and shown by moisture content device for digit-displaying.
2. the sample preparation device according to claim 1 applied to fine grained soil control compactness, it is characterised in that:The compacting Bucket includes a drum and the sample preparation bucket being arranged below drum, is compacted be vertically arranged with a bar shape trench hole, item on the side wall of bucket Acrylic graduated scale is provided in shape slot.
3. the sample preparation device according to claim 2 applied to fine grained soil control compactness, it is characterised in that:The sample preparation Bucket includes two semicircular petal, is provided with cutting ring in sample preparation bucket, fixing lock is provided on the side wall of two semicircular petal.
4. the sample preparation device according to claim 1 or 3 applied to fine grained soil control compactness, it is characterised in that:It is described It is additionally provided with horizontal baffle on compaction rod, is provided on the horizontal baffle and is worn with matched second through-hole of stirring rod, stirring rod Cross second through-hole.
5. the sample preparation device according to claim 4 applied to fine grained soil control compactness, it is characterised in that:The stirring The cross-sectional shape of plate is cross.
6. the sample preparation device according to claim 5 applied to fine grained soil control compactness, it is characterised in that:The cutting ring It is coated with Teflon dope layer on the inner surface and compacting bucket inner wall contacted with soil sample.
7. the sample preparation device according to claim 6 applied to fine grained soil control compactness, it is characterised in that:The compacting It is arranged fluted on bucket inner wall, the fiber deployment is in the groove.
8. the sample preparation device according to claim 7 applied to fine grained soil control compactness, it is characterised in that:The steam Catheter diameter is 0.3mm-1mm, and filter paper is provided with above steam lead.
CN201810459104.7A 2018-05-15 2018-05-15 Sample preparation device applied to fine grained soil to control compaction degree Active CN108680409B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810459104.7A CN108680409B (en) 2018-05-15 2018-05-15 Sample preparation device applied to fine grained soil to control compaction degree

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810459104.7A CN108680409B (en) 2018-05-15 2018-05-15 Sample preparation device applied to fine grained soil to control compaction degree

Publications (2)

Publication Number Publication Date
CN108680409A true CN108680409A (en) 2018-10-19
CN108680409B CN108680409B (en) 2020-09-22

Family

ID=63805295

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810459104.7A Active CN108680409B (en) 2018-05-15 2018-05-15 Sample preparation device applied to fine grained soil to control compaction degree

Country Status (1)

Country Link
CN (1) CN108680409B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109297782A (en) * 2018-10-31 2019-02-01 刘海松 A kind of soil sample humidification dehumidifying device
CN113008641A (en) * 2021-02-26 2021-06-22 洛阳理工学院 Combined multi-connection sample preparation instrument and sample preparation method for remolded soil cutting ring sample
CN113941266A (en) * 2020-12-22 2022-01-18 中山大学 Small-size integrated device of appointed moisture content of preparation and soil additive content soil sample
CN114323830A (en) * 2021-11-18 2022-04-12 北京卫星制造厂有限公司 Soil preparation device and method

Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2758741Y (en) * 2004-12-24 2006-02-15 中国农业大学 Synchronous realtime measurer for soil section conic index and water ratio
JP2007010568A (en) * 2005-07-01 2007-01-18 Hitachi Constr Mach Co Ltd Method for measuring soil dry density and method and apparatus for determining degree of soil compaction
KR101059188B1 (en) * 2011-04-01 2011-08-24 윤보규 Soil paving and stabilizing methods by using environmental friendly inorganic oxide soil stabilizer
CN102854033A (en) * 2012-07-24 2013-01-02 北京农业智能装备技术研究中心 Installation device for profile soil moisture sensor
JP2013136911A (en) * 2011-12-28 2013-07-11 Nippon Steel & Sumitomo Metal Reformed soil manufacturing method
CN103364241A (en) * 2013-07-06 2013-10-23 安徽省(水利部淮河水利委员会)水利科学研究院 Remodeling fine grain soil test sample preparation device
CN103364321A (en) * 2013-07-19 2013-10-23 河海大学 Distributed optical fiber test platform for monitoring earth rock dam seepage condition
CN104535397A (en) * 2015-01-23 2015-04-22 中国矿业大学 Configuration device and method for clayey soil samples with specific moisture content
CN104897734A (en) * 2015-04-28 2015-09-09 石家庄铁道大学 System and method for real-time measurement of water content in soil in geotechnical structure object
CN105115796A (en) * 2015-07-21 2015-12-02 中南大学 Making device for soil samples/rock samples with different moisture contents
CN105865365A (en) * 2016-06-01 2016-08-17 南京大学 Distributed optical fiber monitoring calibration and test method and device for soil deformation
CN206192737U (en) * 2016-11-28 2017-05-24 中国矿业大学 Novel remolded soil system appearance device
CN106769447A (en) * 2016-11-28 2017-05-31 太原理工大学 One kind surveys the thixotropic indoor measurement apparatus of soil sample and measuring method
CN107132172A (en) * 2017-04-20 2017-09-05 苏州南智传感科技有限公司 Rock And Soil seepage flow speed and water content monitoring system and method based on IHAT FBG
CN107290505A (en) * 2017-07-07 2017-10-24 广西大学 The wetting-drying circular tester of soil moisture content can be monitored in real time
CN206876456U (en) * 2017-04-05 2018-01-12 核工业广州工程勘察院 A kind of device for preparing saturation soil sample under an increased pressure
CN207300680U (en) * 2017-09-22 2018-05-01 中国科学院武汉岩土力学研究所 A kind of geotechnique's ring shear test annular remolded soil sampling device

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2758741Y (en) * 2004-12-24 2006-02-15 中国农业大学 Synchronous realtime measurer for soil section conic index and water ratio
JP2007010568A (en) * 2005-07-01 2007-01-18 Hitachi Constr Mach Co Ltd Method for measuring soil dry density and method and apparatus for determining degree of soil compaction
KR101059188B1 (en) * 2011-04-01 2011-08-24 윤보규 Soil paving and stabilizing methods by using environmental friendly inorganic oxide soil stabilizer
JP2013136911A (en) * 2011-12-28 2013-07-11 Nippon Steel & Sumitomo Metal Reformed soil manufacturing method
CN102854033A (en) * 2012-07-24 2013-01-02 北京农业智能装备技术研究中心 Installation device for profile soil moisture sensor
CN103364241A (en) * 2013-07-06 2013-10-23 安徽省(水利部淮河水利委员会)水利科学研究院 Remodeling fine grain soil test sample preparation device
CN103364321A (en) * 2013-07-19 2013-10-23 河海大学 Distributed optical fiber test platform for monitoring earth rock dam seepage condition
CN104535397A (en) * 2015-01-23 2015-04-22 中国矿业大学 Configuration device and method for clayey soil samples with specific moisture content
CN104897734A (en) * 2015-04-28 2015-09-09 石家庄铁道大学 System and method for real-time measurement of water content in soil in geotechnical structure object
CN105115796A (en) * 2015-07-21 2015-12-02 中南大学 Making device for soil samples/rock samples with different moisture contents
CN105865365A (en) * 2016-06-01 2016-08-17 南京大学 Distributed optical fiber monitoring calibration and test method and device for soil deformation
CN206192737U (en) * 2016-11-28 2017-05-24 中国矿业大学 Novel remolded soil system appearance device
CN106769447A (en) * 2016-11-28 2017-05-31 太原理工大学 One kind surveys the thixotropic indoor measurement apparatus of soil sample and measuring method
CN206876456U (en) * 2017-04-05 2018-01-12 核工业广州工程勘察院 A kind of device for preparing saturation soil sample under an increased pressure
CN107132172A (en) * 2017-04-20 2017-09-05 苏州南智传感科技有限公司 Rock And Soil seepage flow speed and water content monitoring system and method based on IHAT FBG
CN107290505A (en) * 2017-07-07 2017-10-24 广西大学 The wetting-drying circular tester of soil moisture content can be monitored in real time
CN207300680U (en) * 2017-09-22 2018-05-01 中国科学院武汉岩土力学研究所 A kind of geotechnique's ring shear test annular remolded soil sampling device

Non-Patent Citations (6)

* Cited by examiner, † Cited by third party
Title
A. HEMMAT: "Sensor systems for measuring soil compaction:", 《COMPUTERS AND ELECTRONICS IN AGRICULTURE》 *
XIU YING LIANG: "Study of sample temperature compensation in the measurement", 《MEASUREMENT》 *
ZHONGCONG DING: "A method for real-time moisture estimation based on self-compacting", 《CONSTRUCTION AND BUILDING MATERIALS》 *
刘鹏飞: "含水量和干密度对压实黄土工程将性的影响研究", 《中国优秀硕士学位论文全文数据库工程科技Ⅱ辑》 *
曾庆欣: "基于太阳能的土壤含水率远程实时监测仪研制", 《农机化研究》 *
麻常涛: "不同含水率与压实度下的膨胀土胀缩特性试验研究", 《科技风》 *

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109297782A (en) * 2018-10-31 2019-02-01 刘海松 A kind of soil sample humidification dehumidifying device
CN109297782B (en) * 2018-10-31 2021-01-26 刘海松 Soil sample humidifying and dehumidifying device
CN113941266A (en) * 2020-12-22 2022-01-18 中山大学 Small-size integrated device of appointed moisture content of preparation and soil additive content soil sample
CN113008641A (en) * 2021-02-26 2021-06-22 洛阳理工学院 Combined multi-connection sample preparation instrument and sample preparation method for remolded soil cutting ring sample
CN113008641B (en) * 2021-02-26 2024-01-30 洛阳理工学院 Combined type multi-connected sample preparation instrument and method for remolded soil ring cutter samples
CN114323830A (en) * 2021-11-18 2022-04-12 北京卫星制造厂有限公司 Soil preparation device and method
CN114323830B (en) * 2021-11-18 2024-07-26 北京卫星制造厂有限公司 Soil preparation device and method

Also Published As

Publication number Publication date
CN108680409B (en) 2020-09-22

Similar Documents

Publication Publication Date Title
CN108680409A (en) Sample preparation device applied to fine grained soil to control compaction degree
CN106338457A (en) Hydrodynamic grouting test device simulating different filler gaps
Towner An examination of the fall‐cone method for the determination of some strength properties of remoulded agricultural soils
CN106018740A (en) Piezocone penetration test calibration tank system
CN108195868A (en) Simulate nmr experiments device and its application method during swelled ground drying and watering cycle under load action
CN108490157A (en) Soil sample Atterberg Limit measurement method and the equipment for measuring soil sample Atterberg Limit
CN107102066A (en) A kind of device and method of indoor ultrasound detection air bubble mix light-textured soil intensity
CN108982263A (en) The single pile developed based on soil deformation and shear band recycles t-z model parameter measuring device
Ma et al. Measuring soil water content through volume/mass replacement using a constant volume container
Campbell Liquid limit determination of arable topsoils using a drop‐cone penetrometer
JP6979814B2 (en) Strength estimation method for root compaction, compressive strength estimation device, compressive strength determination device
Larsson Shear box apparatus for modelling chemical stabilised soil–introductory tests
Vo et al. Unsaturated soil interacting with a rotating model wall
CN205941118U (en) A kind device is hit in remolded soil layering
CN212254965U (en) Device for calibrating sand sample density by adopting sand rain method
Wijaya et al. CRS compression tests of an unsaturated kaolin with pore-water pressure measurement
CN206756638U (en) Concrete injection resistance meter
CN109238802A (en) Soil body measurement method
CN106769447A (en) One kind surveys the thixotropic indoor measurement apparatus of soil sample and measuring method
CN110220818A (en) A kind of experimental rig and test method measuring heat regeneration asphalt mixture theoretical maximum specific density
CN114858548A (en) Clay liquid-plastic limit combined determination method and determination system
CN108931449A (en) A kind of variable energy dynamic sounding method using tank prover
CN207908506U (en) A kind of concrete 's air-containing measurement device
CN207366552U (en) A kind of soil body experimental provision
Vanapalli et al. Simple techniques for the estimation of suction in compacted soils in the range of 0 to 60,000 kPa

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