CN105136864B - Can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface - Google Patents

Can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface Download PDF

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CN105136864B
CN105136864B CN201510583197.0A CN201510583197A CN105136864B CN 105136864 B CN105136864 B CN 105136864B CN 201510583197 A CN201510583197 A CN 201510583197A CN 105136864 B CN105136864 B CN 105136864B
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detector
moisture content
different depth
dry density
density under
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CN105136864A (en
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李学鹏
蔡国军
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Southeast University
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Southeast University
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  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The invention discloses it is a kind of can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, the detector is one cylindric, built-in coaxial cable (1), top is feeler lever connector (2), water proof ring (3) is provided with feeler lever connector (2), the bottom of water proof ring (3) is analog-digital converter (4), analog-digital converter (4) is connected with coaxial cable (1), transmission line (5) has two outsides for being located at detector, it is coiled in by the way that epoxy resin adhesive is parallel in a spiral fashion on the outside of nylon sleeve (6), the inside of nylon sleeve (6) is steel core (7), the bottom of detector is conductivity sensor (8), conductivity sensor (8) is connected by coaxial cable (1) with analog-digital converter (4), conehead (9) is located at the bottom of steel core (7), it is internal that conductivity sensor (8) is located at conehead (9).The features such as detector has simple, easy to operate, multi-functional, can rapidly and accurately determine different depth soil's water content and density under earth's surface.

Description

Can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface
Technical field
The present invention relates to a kind of Multifunctional detector, belonging in Geotechnical Engineering field one kind can be in situ, continuous, exactly Test the native moisture content of different depth under earth's surface and the multi-functional static sounding device of dry density.
Background technology
In Geotechnical Engineering field, the research about native moisture content and dry density under earth's surface becomes more and more important.Soil is aqueous Rate and two important parameters that density is that the Geotechnical Engineerings such as basis, embankment, dam, retaining wall, slope are built.The mechanical property of soil Intensity and deformation including soil etc. are closely bound up all with soil's water content.The change of soil's water content usually brings many engineering things Therefore, and these accidents are required for accurately grasping soil's water content and dry density.The conventional Time-domain of domestic relatively maturation now is anti- Meter technology is penetrated to be widely used among the native volumetric water content of measurement, volume conductance and Rock And Soil deformation.The conventional testing techniques have Have the advantages that measurement is easy, measuring speed is fast, precision is high, data transfer is flexible.But this conventional Time-domain reflectometry techniques can only Measure shallow-layer soil's water content under earth's surface, it is impossible to the moisture content for the soil layer that fathoms, and can not measure filling's dry density simultaneously, It is difficult to meet correlative study and design needs.Therefore the technical merit for improving native moisture content under test earth's surface seems very necessary 's.
The present invention based on traditional measuring technology, propose one kind can under on-the-spot test earth's surface the native moisture content of different depth with it is dry The detector of density, the present invention solves the problem of can only testing shallow soil moisture content, contains while realizing while measuring soil The target of water rate and dry density, accurately and effectively appraisal tool is provided for rock-soil engineering in-situ test.
The content of the invention
Technical problem:The technical problem to be solved in the present invention is lacked for current domestic technique probe functionality is single Fall into, propose it is a kind of available for Geotechnical Engineering field can under on-the-spot test earth's surface the native moisture content of different depth and dry density detection Device.
Technical scheme:The present invention be it is a kind of can under on-the-spot test earth's surface the native moisture content of different depth and dry density detection Device, the detector is one cylindric, including coaxial cable, feeler lever connector, water proof ring, analog-digital converter, transmission Line, nylon sleeve, steel core, conductivity sensor, conehead;The detector top is to be provided with feeler lever connector, feeler lever connector Water proof ring, the bottom of water proof ring is analog-digital converter, and analog-digital converter is connected with coaxial cable, and transmission line has two to be located at spy The outside of device is surveyed, is coiled in by the way that epoxy resin adhesive is parallel in a spiral fashion on the outside of nylon sleeve, nylon sleeve Inside be steel core, the bottom of detector is conductivity sensor, and conductivity sensor passes through coaxial cable and analog-digital converter It is connected, conehead is located at the bottom of steel core, conductivity sensor is located inside conehead.
The height of feeler lever connector is 70mm, a diameter of 43.7mm.
On two parallel transmission lines are coiled on the outside of nylon sleeve in a spiral fashion, its spacing is 40mm.
The sectional area of transmission line is 12mm2
The thickness of nylon sleeve is 7mm.
The height of steel core is 180mm.
The cone angle of conehead is 30 °, and conical base sectional area is 15cm2
The present invention's can be used for the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, be using quiet Power feeler inspection penetrometer is by detector so that under the direct injection earth's surface of 1.2m/min speed, then utilization impulse sender launches high frequency Electromagnetic impulse, dielectric constant of the speed that high-frequency electromagnetic wave impulse is propagated along transmission line in soil dependent on soil, such as following formula It is shown:
K is native apparent dielectric constant in formula;C is the light velocity (3*108m/s);V is spread speed;L is detector length;t For the time of pulse propagation.
Dielectric constant is mainly influenceed by native moisture content, and according to frequency electromagnetic waves, frequencies of propagation or Time Calculation go out in media as well The dielectric constant of soil.When the signal reflex of high-frequency electromagnetic wave impulse returns to cable tester, the decay of reflected signal can be grasped Amount, and the attenuation of reflected signal is related to the electrical conductivity of soil, you can the electrical conductivity that must be unearthed by the attenuation of reflected signal. The dielectric constant and attenuation degree obtained by measuring and calculation, further according to itself and soil's water content and the related pass of dry density System, is shown below, you can converse different depth soil's water content and dry density.
W is the moisture content of water in formula;ρdFor filling's dry density;EC is native bulk electrical conductivity;Coefficient a, b, c, d can pass through Laboratory experiment is measured.
The features such as detector has simple, easy to operate, multi-functional, can rapidly and accurately determine different depth soil under earth's surface Moisture content and density, for rock-soil engineering in-situ test accurately and effectively multi-functional appraisal tool is provided.
Beneficial effect:The determination problem of native moisture content and dry density parameter is at home in Geotechnical Engineering practice, under earth's surface Increasingly draw attention.Understand the native information such as moisture content and dry density of different depth under earth's surface, to prevention Geotechnical Engineering accident with Repair capsule Geotechnical Engineering accident scheme is most important.Traditional investigation method, such as using domain reflectometer technology and indoor examination Test, comparatively take, acquired results are the parameter of shallow soil and function is single, therefore quickly can not effectively determine this two and refer to Mark.The present invention is based on existing domain reflectometer technology, it is proposed that a kind of Multifunctional detector, can test containing for different depth water Water rate, while realizing while the target of the native moisture content of measurement and dry density, solves domestic existing rock-soil engineering in-situ test The defect of soil's water content and dry density under accurate, continuous, multi-functional test earth's surface that technology is difficult to so that modern in-situ test Technology can preferably serve Geotechnical Engineering practice.
Brief description of the drawings
Fig. 1 is the panel detector structure schematic diagram of the present invention,
Fig. 2 is the detector central structure schematic diagram of the present invention.
Wherein have:Coaxial cable 1, feeler lever connector 2, water proof ring 3, analog-digital converter 4, transmission line 5, nylon sleeve 6, Steel core 7, conductivity sensor 8, conehead 9.
Embodiment
The present invention be it is a kind of can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, by coaxial electrical Cable 1, feeler lever connector 2, water proof ring 3, analog-digital converter 4, transmission line 5, nylon sleeve 6, steel core 7, conductivity sensor 8, cone First 9 composition.The detector built-in coaxial cable 1, top is that water proof ring 3, waterproof are provided with feeler lever connector 2, feeler lever connector 2 The bottom of circle 3 is analog-digital converter 4, and analog-digital converter 4 is connected with coaxial cable 1, and transmission line 5 is located at the outside of detector, Two parallel transmission lines 5 are inside set, transmission line 5 is coiled in nylon sleeve in a spiral fashion by epoxy resin adhesive On 6 outsides, the inside of nylon sleeve 6 is steel core 7, and the bottom of detector is conductivity sensor 8, and conductivity sensor 8 passes through Coaxial cable 1 is connected with analog-digital converter 4, and conductivity sensor 8 is located inside conehead 9.
The height of feeler lever connector 2 is 70mm, a diameter of 43.7mm.
Two parallel transmission lines 5 are coiled on the outside of nylon sleeve 6 in a spiral fashion, and its spacing is 40mm.
The sectional area of transmission line 5 is 12mm2
The thickness of nylon sleeve 6 is 7mm.
The height of steel core 7 is 180mm.
The cone angle of conehead 9 is 30 °, and conical base sectional area is 15cm2
It can be used for the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface shown in Fig. 1, be to utilize Then static sounding penetrometer launches frequency electromagnetic waves arteries and veins by under the direct injection earth's surface of Multifunctional detector using impulse sender Punching, obtains time and attenuation degree that high-frequency electromagnetic wave impulse is propagated in transmission line, and according to the two with soil's water content and The dependency relation of dry density, converses different depth soil's water content and dry density under earth's surface.The apparent dielectric constant, apparent of soil Electrical conductivity and soil moisture content, the expression formula of dry density are:
Meanwhile, measuring technology of the invention has to pass through indoor standardization experiment.According to U.S.'s experiment and materialogy meeting (ASTM) dry the standard of soil to carry out indoor standardization experiment in D2216.The detector has simple, easy to operate, multi-functional The features such as, different depth soil's water content and dry density under earth's surface can be rapidly and accurately determined, is that rock-soil engineering in-situ test is carried For accurately and effectively multi-functional appraisal tool.

Claims (6)

1. a kind of can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, it is characterised in that the detector It is cylindric for one, including coaxial cable (1), feeler lever connector (2), water proof ring (3), analog-digital converter (4), transmission Line (5), nylon sleeve (6), steel core (7), conductivity sensor (8), conehead (9);The detector top is feeler lever connector (2) water proof ring (3), is provided with feeler lever connector (2), the bottom of water proof ring (3) is analog-digital converter (4), analog-digital converter (4) it is connected with coaxial cable (1), transmission line (5) there are two outsides for being located at detector, by epoxy resin adhesive with spiral shell The mode of rotation shape is parallel to be coiled on the outside of nylon sleeve (6), and the inside of nylon sleeve (6) is steel core (7), and the bottom of detector is Conductivity sensor (8), conductivity sensor (8) is connected by coaxial cable (1) with analog-digital converter (4), conehead (9) Bottom positioned at steel core (7), it is internal that conductivity sensor (8) is located at conehead (9);
Described two parallel transmission lines (5) are coiled on nylon sleeve (6) outside in a spiral fashion, and its spacing is 40mm。
2. it is according to claim 1 can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, its The height for being characterised by feeler lever connector (2) is 70mm, a diameter of 43.7mm.
3. it is according to claim 1 can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, its The sectional area for being characterised by transmission line (5) is 12mm2
4. it is according to claim 1 can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, its The thickness for being characterised by nylon sleeve (6) is 7mm.
5. it is according to claim 1 can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, its The height for being characterised by steel core (7) is 180mm.
6. it is according to claim 1 can the native moisture content of different depth and the detector of dry density under on-the-spot test earth's surface, its The cone angle for being characterised by conehead (9) is 30 °, and conical base sectional area is 15cm2
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CN109060046A (en) * 2018-10-31 2018-12-21 山东省烟台市农业科学研究院 A kind of multilevel soil sensor
CN110398517A (en) * 2019-06-20 2019-11-01 浙江大学城市学院 Micro screw-type continuous penetration type TDR probe apparatus in situ
CN111122619B (en) * 2019-12-31 2022-02-18 青岛海洋地质研究所 Water content measuring system based on parallel spiral type telescopic time domain reflection probe
CN111521519B (en) * 2020-05-09 2021-09-17 河海大学 Probe and method for measuring proportion of cement to soil in saturated soil
CN113504270B (en) * 2021-09-06 2021-11-26 中南大学 Cohesive soil water content tester and method based on heating vaporization method

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3789296A (en) * 1972-06-12 1974-01-29 P Caruso Moisture monitor system
US5804976A (en) * 1995-05-04 1998-09-08 Macaulay Land Use Research Institute Of Craigiebuckler Device for determining the ratio of substances
US6215317B1 (en) * 1999-04-27 2001-04-10 Purdue Research Foundation Method and apparatus for measuring in-place density and moisture content
CN102109319A (en) * 2010-11-26 2011-06-29 中国计量学院 Spiral parallel transmission line type line distribution measurement sensor for deformation and measuring method
CN102135572A (en) * 2010-11-11 2011-07-27 东南大学 Environmental pore-pressure cone penetration test probe capable of measuring dielectric constant of soil
CN102522148A (en) * 2011-11-15 2012-06-27 中国计量学院 Rock-soil body deformation distribution type sensing measuring cable of parallel spiral transmission line structure
CN102778413A (en) * 2012-08-02 2012-11-14 南通中天精密仪器公司 Device for synchronously measuring densities and moisture content of matrix medium
CN102944577A (en) * 2012-11-08 2013-02-27 苏州南智传感科技有限公司 Soil moisture sensor calibration device and method based on time domain transmission technology
CN104251874A (en) * 2014-09-10 2014-12-31 李惠杰 On-line measure apparatus for water content and density and measure method thereof
CN104458833A (en) * 2014-12-02 2015-03-25 招商局重庆交通科研设计院有限公司 Method for analyzing test data of humidity sensor based on time domain reflection principle

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3789296A (en) * 1972-06-12 1974-01-29 P Caruso Moisture monitor system
US5804976A (en) * 1995-05-04 1998-09-08 Macaulay Land Use Research Institute Of Craigiebuckler Device for determining the ratio of substances
US6215317B1 (en) * 1999-04-27 2001-04-10 Purdue Research Foundation Method and apparatus for measuring in-place density and moisture content
CN102135572A (en) * 2010-11-11 2011-07-27 东南大学 Environmental pore-pressure cone penetration test probe capable of measuring dielectric constant of soil
CN102109319A (en) * 2010-11-26 2011-06-29 中国计量学院 Spiral parallel transmission line type line distribution measurement sensor for deformation and measuring method
CN102522148A (en) * 2011-11-15 2012-06-27 中国计量学院 Rock-soil body deformation distribution type sensing measuring cable of parallel spiral transmission line structure
CN102778413A (en) * 2012-08-02 2012-11-14 南通中天精密仪器公司 Device for synchronously measuring densities and moisture content of matrix medium
CN102944577A (en) * 2012-11-08 2013-02-27 苏州南智传感科技有限公司 Soil moisture sensor calibration device and method based on time domain transmission technology
CN104251874A (en) * 2014-09-10 2014-12-31 李惠杰 On-line measure apparatus for water content and density and measure method thereof
CN104458833A (en) * 2014-12-02 2015-03-25 招商局重庆交通科研设计院有限公司 Method for analyzing test data of humidity sensor based on time domain reflection principle

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
《TDR探头设计及含水量和干密度的联合监测技术》;陈伟;《中国优秀硕士学位论文全文数据库 工程科技II辑》;20110715(第7期);正文第16-29页第三章,第49-60页第五章 *
《运用时域传输技术测定不同类型土壤的含水率》;郑茹梅;《农业工程学报》;20090831;第25卷(第8期);第8-13页 *

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