CN106248998A - A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy - Google Patents

A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy Download PDF

Info

Publication number
CN106248998A
CN106248998A CN201610581285.1A CN201610581285A CN106248998A CN 106248998 A CN106248998 A CN 106248998A CN 201610581285 A CN201610581285 A CN 201610581285A CN 106248998 A CN106248998 A CN 106248998A
Authority
CN
China
Prior art keywords
asphalt
sample
atomic force
characteristic image
mechanical
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
CN201610581285.1A
Other languages
Chinese (zh)
Other versions
CN106248998B (en
Inventor
刘黎萍
王明
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.)
Tongji University
Original Assignee
Tongji University
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 Tongji University filed Critical Tongji University
Priority to CN201610581285.1A priority Critical patent/CN106248998B/en
Publication of CN106248998A publication Critical patent/CN106248998A/en
Application granted granted Critical
Publication of CN106248998B publication Critical patent/CN106248998B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01QSCANNING-PROBE TECHNIQUES OR APPARATUS; APPLICATIONS OF SCANNING-PROBE TECHNIQUES, e.g. SCANNING PROBE MICROSCOPY [SPM]
    • G01Q30/00Auxiliary means serving to assist or improve the scanning probe techniques or apparatus, e.g. display or data processing devices
    • G01Q30/20Sample handling devices or methods
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01QSCANNING-PROBE TECHNIQUES OR APPARATUS; APPLICATIONS OF SCANNING-PROBE TECHNIQUES, e.g. SCANNING PROBE MICROSCOPY [SPM]
    • G01Q60/00Particular types of SPM [Scanning Probe Microscopy] or microscopes; Essential components thereof
    • G01Q60/24AFM [Atomic Force Microscopy] or apparatus therefor, e.g. AFM probes

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Nuclear Medicine, Radiotherapy & Molecular Imaging (AREA)
  • Radiology & Medical Imaging (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The present invention relates to a kind of asphalt Research on Mechanical Properties method based on atomic force microscopy, the method comprises the steps: that (1) uses freezing low temperature cutting method to prepare asphalt sample;(2) asphalt sample is observed by the AFM QNM nanoscale mechanical property quantization modules utilizing atomic force microscope, obtaining its mechanical characteristic image, mechanical characteristic image includes modulus properties image, adhesion characteristic image, Dissipated energy characteristic image and deflection characteristic image;(3) use Nanoscope Analysis software respectively each mechanical characteristic image to be carried out quantitative analysis, obtain the modulus value of component to be studied, adhesion values, Dissipated energy value and deformation value.The method that the present invention provides is easy to operation, and can be implemented in and do not separate under each component premise of compound, directly records the mechanical characteristic of the micro-nano-scale of a certain component, differentiates in situ for asphalt performance and lays a good foundation.

Description

A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy
Technical field
The present invention relates to a kind of asphalt Research on Mechanical Properties method, especially relate to a kind of based on atomic force microscopy The asphalt Research on Mechanical Properties method of technology.
Background technology
Along with the popularization and application of Applied of Asphalt Pavement Recycle Technique, the most effectively estimate the surplus value of road-surface milling material, especially It is the judgement for bituminous cements degree of aging, has become as road researcher issues that need special attention.
Bituminous paving is mainly asphalt, asphalt by Colophonium, gather materials and Particles dispersed that hole forms Material, its performance is affected, therefore to Colophonium by factors such as each component ratio, traffic micro-simulation and component interphase interactions The Research on Mechanical Properties of compound is the most more complicated.Current specifications recommends to use the test method of extracting and reclaiming, and not only operation is multiple Miscellaneous, and result of study can not truly reflect the degree of aging of Colophonium.
Summary of the invention
Defect that the purpose of the present invention is contemplated to overcome above-mentioned prior art to exist and provide a kind of and show based on atomic force The asphalt Research on Mechanical Properties method of microtechnology.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy, the method includes walking as follows Rapid:
(1) freezing low temperature cutting method is used to prepare asphalt sample;
(2) utilize the AFM-QNM nanoscale mechanical property quantization modules of atomic force microscope to asphalt sample Be observed, obtain asphalt sample mechanical characteristic image, described mechanical characteristic image include modulus properties image, Adhesion characteristic image, Dissipated energy characteristic image and deflection characteristic image;
(3) using Nanoscope Analysis software respectively each mechanical characteristic image to be carried out quantitative analysis, acquisition is treated The research modulus value of component, adhesion values, Dissipated energy value and deformation value.
Step (1) prepare asphalt sample particularly as follows:
(101) test specimen is freezing: wrapped by bitumen mixture specimen preservative film to be studied, cold in cryostat case Freeze the setting time;
(102) test specimen cutting: under the effect of cooling water, with makita 4100NH, bitumen mixture specimen is cut into Colophonium Compound sample;
(103) sample cleans: the cuboid asphalt sample of well cutting uses the mineral water of design temperature clean, Remove surface contaminants;
(104) Storage of sample: be evaporated asphalt specimen surface moisture and asphalt Storage of sample is being contained sample In Dai.
In step (101), cryostat case temperature is-9 DEG C~-11 DEG C.
In step (101), the setting time was specially more than or equal to 24 hours.
In step (102), test specimen cutting completed in 10 minutes.
In step (103), the temperature of the mineral water of design temperature is 4 DEG C~6 DEG C.
Colophonium is mixed by the AFM-QNM nanoscale mechanical property quantization modules using atomic force microscope in step (2) When material samples is observed, first choosing one piece of observation area in asphalt sample, that observes in this observation area is every The force curve shape of individual pixel, and then obtain the mechanical characteristic image of whole observation area.
Step (2) uses the AFM-QNM nanoscale mechanical property quantization modules of atomic force microscope to asphalt Sample is observed carrying out under 25 DEG C of temperature conditionss.
The method is used when a certain asphalt sample is carried out Research on Mechanical Properties, to obtain the mixing of at least one Colophonium Material samples sample, and each Colophonium bulk testing sample is chosen multiple observation area, obtain respectively in each sample and respectively observe The modulus value in region, adhesion values, Dissipated energy value and deformation value, finally ask for the average mould as this asphalt sample Value, adhesion values, Dissipated energy value and deformation value.
Compared with prior art, present invention have the advantage that
(1) present invention uses atomic force microscopy to realize not separating on the premise of asphalt respectively forms, directly Record the mechanical characteristic of one-component, provide from the mechanical characteristic of micro-nano-scale quantization signifying asphalt for researcher A kind of new method;
(2) cryostat case temperature of the present invention is-9 DEG C~-11 DEG C, and the time that sets is specially more than or equal to 24 hours, Suitably temperature and cooling time ensure that asphalt sample mass is good, it is ensured that follow-up employing atomic force microscope is entered Row observation also obtains mechanical characteristic image well, can improve the accuracy of follow-up mechanical characteristic numerical value;
(3) asphalt sample preparation of the present invention is simple, it is simple to operation, and wherein test specimen cutting is complete in 10 minutes Become to be prevented from because cutting produces heat effect, cause the softening of asphalt sample, affect flatness and the light of specimen surface Cleanliness, and then affect the accuracy of follow-up mechanical characteristic numerical value;
(4) present invention uses the AFM-QNM nanoscale mechanical property quantization modules of atomic force microscope to mix Colophonium Obtain each pixel to observation area when material samples is observed and be observed its force curve image, thus ensure to obtain Mechanical characteristic image more efficient;
(5) carry out under 25 DEG C of temperature conditionss when the present invention uses atomic force microscope to be observed, it is ensured that suitably temperature It is relatively reliable effectively that degree enables to observed result;
(6) certain asphalt sample is carried out using multisample during Research on Mechanical Properties by the present invention, and many observation areas are entered Row repetitive measurement takes the method for average, it is to avoid randomness, improves the accuracy of end product.
Accompanying drawing explanation
Fig. 1 is the FB(flow block) of asphalt Research on Mechanical Properties method of the present invention;
Fig. 2 be Peak force QNM of the present invention tap circulation middle probe and sample effect process schematic process and Power-curve;
Fig. 3 is the mechanical characteristic image in " territory, black glue region " in asphalt sample of the present invention;
Fig. 4 is concrete modulus scattergram in modulus properties image of the present invention;
Fig. 5 is the average modulus curve scattergram in asphalt component of the present invention each pixel region.
Detailed description of the invention
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment
As it is shown in figure 1, a kind of asphalt Research on Mechanical Properties method based on atomic force microscopy, the method bag Include following steps:
Step 1: use freezing low temperature cutting method to prepare asphalt sample, specifically includes following steps:
(101) test specimen is freezing: wrapped by bitumen mixture specimen preservative film to be studied, cold in cryostat case Freezing the setting time, cryostat case temperature is-9 DEG C~-11 DEG C, and in the present embodiment, the warmest household freezer temperature is-10 DEG C, time freezing Between more than or equal to 24 hours.
(102) test specimen cutting: under the effect of cooling water, with makita 4100NH bitumen mixture specimen is cut into 30 × 20 × 10mm cuboid asphalt sample, test specimen cutting completed in 10 minutes, prevented from, because cutting produces heat effect, causing The softening of Colophonium composite sample, affects flatness and the fineness of specimen surface, and then affects the standard of follow-up mechanical characteristic numerical value Really property.
(103) sample cleans: the cuboid asphalt sample of well cutting uses the mineral water of design temperature clean, Removing surface contaminants, wherein the temperature of mineral water is 4 DEG C~6 DEG C, and this enforcement mineral water temperature is 5 DEG C.
(104) Storage of sample: be evaporated asphalt specimen surface moisture and asphalt Storage of sample is being contained sample In Dai.
Step 2: utilize the QNM nanoscale mechanical property based on peak force tapping-mode of atomic force microscope (AFM) Asphalt sample is observed by quantization modules (AFM-QNM nanoscale mechanical property quantization modules), obtains Colophonium and mixes Closing the mechanical characteristic image of material samples, described mechanical characteristic image includes modulus properties image, adhesion characteristic image, dissipation Energy characteristic image and deflection characteristic image, specifically, first choose one piece of observation area in asphalt sample, observation The force curve shape of each pixel in this observation area, and then obtain the mechanical characteristic image of whole observation area, whole The acquisition of observation and mechanical characteristic image is carried out under 25 DEG C of temperature conditionss.
Step 3: use Nanoscope Analysis software respectively each mechanical characteristic image to be carried out quantitative analysis, obtain The modulus value of component to be studied, adhesion values, Dissipated energy value and deformation value, Nanoscope Analysis software is atomic force The analysis software that microscope carries.
The method is used when a certain asphalt sample is carried out Research on Mechanical Properties, to obtain the mixing of at least one Colophonium Material samples sample, and each Colophonium bulk testing sample is chosen multiple observation area, obtain respectively in each sample and respectively observe The modulus value in region, adhesion values, Dissipated energy value and deformation value, finally ask for the average mould as this asphalt sample Value, adhesion values, Dissipated energy value and deformation value.
The present embodiment Atom force microscope is the ICON model of Brooker company of Germany, selects Peak Force QNM work Operation mode." territory, black glue region " in observation area selection asphalt sample, i.e. asphalt mastic component carry out mechanical characteristic and divide Analysis, utilizes the Peak force QNM module of atomic force microscope, and in this scan pattern, probe passes through piezoelectric ceramics Part, a driven atom force microscope cantilever makes probe move, and probe often contacts a sample, i.e. produces a force curve, and test is adopted With silicon nitride cantilevers probe, sample is scanned imaging, sweep limits 5 × 5um2, image slices vegetarian refreshments 512 × 512, test temperature Spend 25 DEG C.Finally, the mechanical characteristic surveying observation area is presented in the form of images.
In mono-tapping of Peak force QNM circulation middle probe and sample effect process schematic such as Fig. 2 (a) institute Showing, Fig. 2 (b) is the real-time force-curve collected in a tapping circulation.Wherein (1)-(2)-(3) represent probe and approach The process of sample, (3)-(4)-(5) represent after probe and sample interact, leave the process of sample;By real-time power- The Fitting Analysis of curve, can obtain the corresponding mechanical information of sample.In Peak force QNM circulates, owing to peak force is non- The least, contact similar hard sphere and elastic linear between probe with sample, it may be considered that utilize in contact mechanics DMT model to power Curve is fitted analyzing, and obtains the Young's modulus of sample;Utilize the graviational interaction between needle point and sample atoms, can be at Massa Medicata Fermentata Obtaining reflecting the adhesion of sample adhesion characteristics on line, the healing ability of the biggest representative sample of adhesion is the best;Due to peak force The effect of load makes sample be deformed, the maximum deformation quantity of probe press-in sample, can directly read in power-curve;To Fig. 2 B area that () middle probe approaches and withdraws between two power-curves of sample is integrated, in available tapping circulation The energy dissipated, i.e. Dissipated energy.Asphalt is gathered materials the multicomponent composite materials formed by Colophonium, breeze, thickness, due to Mutual embedded squeezing between each component, boundary the clearest and the most definite between the most each component, utilize macro-test method at compound It is impossible that middle test obtains the character of one-component, and utilize atomic force microscopy realize this idea be one non- The most readily thing.Fig. 3 is in the asphalt sample utilizing Peak Force QNM module testing to obtain " territory, black glue region " Mechanical characteristic image, wherein Fig. 3 (a) is modulus properties image, and 3 (b) is adhesion characteristic image, and Fig. 3 (c) is that deflection is special Property image, Fig. 3 (d) is Dissipated energy characteristic image.Owing to the mechanical characteristics such as Colophonium and the modulus of breeze two component, adhesion exist Significantly difference, this species diversity can be presented by atomic force microscopy in the form of images, as it is shown on figure 3, colour-difference The different difference representing mechanical characteristic.The region that in image, modulus is low, adhesion is big is close to asphalt component, and modulus is big and adhesion is little Region be close to the difference that the difference of breeze or fine aggregate component mechanical characteristic implys that between component.
Statistical analysis software Nanoscope Analysis software subsidiary for AFM can be to the mechanics of the regional area of image Characteristic carries out quantitative analysis, thus obtains obtaining the modulus value of composition to be studied, adhesion values, Dissipated energy value and deformation value. As a example by Fig. 3 (a) modulus properties image, choose the region prolonging the direction of arrow in image, as shown in Figure 4, extract corresponding pixel points Modulus value, obtain the modulus distributed image in the direction of arrow, as shown in Figure 4.As shown in Figure 4, the regional area chosen, the left side Being to gather materials or breeze contour modulus component region, the right is asphalt component low modulus region, and modulus curve is along with component There is significant difference in difference.In high-modulus region, the distribution 1.0~4.4GPa of modulus, and divide in low modulus region modulus Cloth scope is 402~510MPa;In asphalt component and fine aggregate or breeze component interface, there is sudden change in modulus curve.
In order to quantization signifying asphalt component is at the modulus value of the micro-nano-scale of test, select at random in modulus properties image Take the pixel region of 6 formed objects, utilize Nanoscope Analysis software to obtain the average in each pixel region Modulus, drafting pattern 5.As shown in Figure 5, the average in different pixels point region fluctuates between 420~510MPa, takes 6 the most again Average 450MPa in individual different pixels point region, as the modulus value of asphalt component.The present embodiment uses a Colophonium mixing Material samples sample is observed, naturally it is also possible to use multiple, so that result is relatively reliable.

Claims (9)

1. an asphalt Research on Mechanical Properties method based on atomic force microscopy, it is characterised in that the method bag Include following steps:
(1) freezing low temperature cutting method is used to prepare asphalt sample;
(2) asphalt sample is carried out by the AFM-QNM nanoscale mechanical property quantization modules utilizing atomic force microscope Observation, obtains the mechanical characteristic image of asphalt sample, and described mechanical characteristic image includes modulus properties image, adhesion Force characteristic image, Dissipated energy characteristic image and deflection characteristic image;
(3) use Nanoscope Analysis software respectively each mechanical characteristic image to be carried out quantitative analysis, obtain to be studied The modulus value of component, adhesion values, Dissipated energy value and deformation value.
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy the most according to claim 1, It is characterized in that, step (1) prepare asphalt sample particularly as follows:
(101) test specimen is freezing: being wrapped by bitumen mixture specimen preservative film to be studied, in cryostat case, freezing sets Fix time;
(102) test specimen cutting: under the effect of cooling water, cuts into Colophonium with makita 4100NH by bitumen mixture specimen and mixes Material samples;
(103) sample cleans: the cuboid asphalt sample of well cutting uses the mineral water of design temperature clean, removes Surface contaminants;
(104) Storage of sample: be evaporated asphalt specimen surface moisture and by asphalt Storage of sample in containing sample bag.
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy the most according to claim 2, It is characterized in that, in step (101), cryostat case temperature is-9 DEG C~-11 DEG C.
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy the most according to claim 2, It is characterized in that, in step (101), the setting time was specially more than or equal to 24 hours.
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy the most according to claim 2, It is characterized in that, in step (102), test specimen cutting completed in 10 minutes.
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy the most according to claim 2, It is characterized in that, in step (103), the temperature of the mineral water of design temperature is 4 DEG C~6 DEG C.
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy the most according to claim 1, It is characterized in that, step (2) uses the AFM-QNM nanoscale mechanical property quantization modules of atomic force microscope Colophonium is mixed When conjunction material samples is observed, first chooses one piece of observation area in asphalt sample, observe in this observation area The force curve shape of each pixel, and then obtain the mechanical characteristic image of whole observation area.
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy the most according to claim 1, It is characterized in that, step (2) uses the AFM-QNM nanoscale mechanical property quantization modules of atomic force microscope to mix Colophonium Material samples is observed carrying out under 25 DEG C of temperature conditionss.
A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy the most according to claim 1, It is characterized in that, use the method when a certain asphalt sample is carried out Research on Mechanical Properties, to obtain at least one Colophonium and mix Close material samples sample, and each Colophonium bulk testing sample is chosen multiple observation area, obtain respectively in each sample and respectively see Survey the modulus value in region, adhesion values, Dissipated energy value and deformation value, finally ask for average as this asphalt sample Modulus value, adhesion values, Dissipated energy value and deformation value.
CN201610581285.1A 2016-07-22 2016-07-22 A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy Active CN106248998B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610581285.1A CN106248998B (en) 2016-07-22 2016-07-22 A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610581285.1A CN106248998B (en) 2016-07-22 2016-07-22 A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy

Publications (2)

Publication Number Publication Date
CN106248998A true CN106248998A (en) 2016-12-21
CN106248998B CN106248998B (en) 2019-04-16

Family

ID=57604440

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610581285.1A Active CN106248998B (en) 2016-07-22 2016-07-22 A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy

Country Status (1)

Country Link
CN (1) CN106248998B (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107064475A (en) * 2017-05-03 2017-08-18 同济大学 Ageing of asphalt degree based on atomic force microscopy method of discrimination in situ
CN109932529A (en) * 2019-03-08 2019-06-25 河海大学 A method of based on polymer dispersity in atomic force microscope detection SBS modified pitch
CN110208578A (en) * 2019-06-24 2019-09-06 河海大学 A kind of adhesive property evaluation method of foam warm-mixed asphalt difference foaming stages
CN110687318A (en) * 2018-07-06 2020-01-14 多氟多化工股份有限公司 Analysis method of copper dendrite on surface of diaphragm
CN110717510A (en) * 2019-09-03 2020-01-21 天津大学 Material distinguishing method based on deep learning and atomic force microscope force curve
CN111855565A (en) * 2020-07-21 2020-10-30 南京林业大学 Method for testing effective mixing amount of direct-vat-set high-viscosity asphalt modifier
CN112146962A (en) * 2020-10-21 2020-12-29 盐城工学院 Preparation method of test sample for quantitatively characterizing morphological characteristics of inorganic filler particles
CN112755578A (en) * 2020-12-22 2021-05-07 同济大学 Asphalt cement separation method based on supercritical fluid extraction
CN113607608A (en) * 2021-09-02 2021-11-05 交通运输部公路科学研究所 Method for evaluating interaction capacity of cement emulsified asphalt mortar and old asphalt interface
CN113720703A (en) * 2021-09-15 2021-11-30 南京林业大学 Method for researching mechanism of graphene for enhancing mechanical properties of asphalt
CN114324983A (en) * 2022-01-06 2022-04-12 同济大学 Method and system for quantifying fusion degree of new asphalt and old asphalt in hot recycled asphalt mixture
CN116007983A (en) * 2022-12-05 2023-04-25 北京建筑大学 Method for sampling aged asphalt by layering slices

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012063319A (en) * 2010-09-17 2012-03-29 Toppan Printing Co Ltd Atomic force microscope observation method of polymeric material at high temperature state
CN103529244A (en) * 2013-10-28 2014-01-22 东南大学 Method based on atomic force microscope for researching microscopic characteristics of asphalt
CN103901231A (en) * 2014-04-08 2014-07-02 东南大学 Preparation method for asphalt sample suitable for atomic force microscope observation
CN104749399A (en) * 2015-03-24 2015-07-01 同济大学 Preparation method and using device thereof for asphalt sample for AFM (Atomic Force Microscopy) observation
CN105628979A (en) * 2016-02-29 2016-06-01 东南大学 Method of characterizing aggregate and asphalt adhesion

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012063319A (en) * 2010-09-17 2012-03-29 Toppan Printing Co Ltd Atomic force microscope observation method of polymeric material at high temperature state
CN103529244A (en) * 2013-10-28 2014-01-22 东南大学 Method based on atomic force microscope for researching microscopic characteristics of asphalt
CN103901231A (en) * 2014-04-08 2014-07-02 东南大学 Preparation method for asphalt sample suitable for atomic force microscope observation
CN104749399A (en) * 2015-03-24 2015-07-01 同济大学 Preparation method and using device thereof for asphalt sample for AFM (Atomic Force Microscopy) observation
CN105628979A (en) * 2016-02-29 2016-06-01 东南大学 Method of characterizing aggregate and asphalt adhesion

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107064475A (en) * 2017-05-03 2017-08-18 同济大学 Ageing of asphalt degree based on atomic force microscopy method of discrimination in situ
CN107064475B (en) * 2017-05-03 2020-08-14 同济大学 In-situ discrimination method for asphalt aging degree in mixture based on atomic force microscopy
CN110687318A (en) * 2018-07-06 2020-01-14 多氟多化工股份有限公司 Analysis method of copper dendrite on surface of diaphragm
CN109932529A (en) * 2019-03-08 2019-06-25 河海大学 A method of based on polymer dispersity in atomic force microscope detection SBS modified pitch
CN109932529B (en) * 2019-03-08 2020-12-25 河海大学 Method for detecting polymer dispersibility in SBS modified asphalt based on atomic force microscope
CN110208578A (en) * 2019-06-24 2019-09-06 河海大学 A kind of adhesive property evaluation method of foam warm-mixed asphalt difference foaming stages
CN110717510A (en) * 2019-09-03 2020-01-21 天津大学 Material distinguishing method based on deep learning and atomic force microscope force curve
CN111855565A (en) * 2020-07-21 2020-10-30 南京林业大学 Method for testing effective mixing amount of direct-vat-set high-viscosity asphalt modifier
CN112146962A (en) * 2020-10-21 2020-12-29 盐城工学院 Preparation method of test sample for quantitatively characterizing morphological characteristics of inorganic filler particles
CN112755578A (en) * 2020-12-22 2021-05-07 同济大学 Asphalt cement separation method based on supercritical fluid extraction
CN113607608A (en) * 2021-09-02 2021-11-05 交通运输部公路科学研究所 Method for evaluating interaction capacity of cement emulsified asphalt mortar and old asphalt interface
CN113607608B (en) * 2021-09-02 2023-05-12 交通运输部公路科学研究所 Method for evaluating interfacial interaction capability of cement emulsified asphalt cement and old asphalt
CN113720703A (en) * 2021-09-15 2021-11-30 南京林业大学 Method for researching mechanism of graphene for enhancing mechanical properties of asphalt
CN114324983A (en) * 2022-01-06 2022-04-12 同济大学 Method and system for quantifying fusion degree of new asphalt and old asphalt in hot recycled asphalt mixture
CN114324983B (en) * 2022-01-06 2023-09-22 同济大学 Quantification method and system for new and old asphalt fusion degree in heat regeneration asphalt mixture
CN116007983A (en) * 2022-12-05 2023-04-25 北京建筑大学 Method for sampling aged asphalt by layering slices
CN116007983B (en) * 2022-12-05 2023-08-04 北京建筑大学 Method for sampling aged asphalt by layering slices

Also Published As

Publication number Publication date
CN106248998B (en) 2019-04-16

Similar Documents

Publication Publication Date Title
CN106248998A (en) A kind of asphalt Research on Mechanical Properties method based on atomic force microscopy
Zhang et al. Microstructural characteristics of differently aged asphalt samples based on atomic force microscopy (AFM)
Das et al. Micromechanical investigation of phase separation in bitumen by combining atomic force microscopy with differential scanning calorimetry results
CN107064475A (en) Ageing of asphalt degree based on atomic force microscopy method of discrimination in situ
Rashid et al. Nanomechanistic properties of reclaimed asphalt pavement modified asphalt binders using an atomic force microscope
Xing et al. Application of atomic force microscopy in bitumen materials at the nanoscale: A review
Gault et al. Origin of the spatial resolution in atom probe microscopy
Yang et al. Effects of aging on micromechanical properties of asphalt binder using AFM
Kutay et al. Investigation of moisture dissipation in foam-based warm mix asphalt using synchrotron-based X-ray microtomography
Ganter et al. Bitumen rheology and the impact of rejuvenators
Zhao et al. Investigation on the microstructure of recycled asphalt shingle binder and its blending with virgin bitumen
Tang et al. Quantitative analysis of the microstructure of Shanghai muddy clay before and after freezing
Elkashef et al. Thermal stability and evolved gas analysis of rejuvenated reclaimed asphalt pavement (RAP) bitumen using thermogravimetric analysis–Fourier transform infrared (TG–FTIR)
Ferrotti et al. Effect of warm mix asphalt chemical additives on the mechanical performance of asphalt binders
Tarefder et al. A study of moisture damage in plastomeric polymer modified asphalt binder using functionalized AFM tips
Hossain et al. Microscopic examination of rejuvenated binders with high reclaimed asphalts
Tang et al. Reconsideration of the fatigue tests for asphalt mixtures and binders containing high percentage RAP
Devulapalli et al. Microstructural characterisation of reclaimed asphalt pavement with rejuvenators
Abdelaziz et al. Multiscale characterization of aging and rejuvenation in asphalt binder blends with high RAP contents
CN109932529A (en) A method of based on polymer dispersity in atomic force microscope detection SBS modified pitch
Fischer et al. Challenges while performing AFM on bitumen
Li et al. Nanoleveled mechanism of rejuvenated aged asphalt binders by different rejuvenated agents
Lu et al. Structural and chemical imaging analysis of bitumen
Xing et al. Investigation of internal phases of linear SBS modified bitumen at the nanoscale using AFM PF-QNM
Blom et al. Microscale morphology observation of bitumen: A comparison of atomic force and confocal laser scanning microscopy

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant