[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN104446137B - A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete - Google Patents

A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete Download PDF

Info

Publication number
CN104446137B
CN104446137B CN201410609307.1A CN201410609307A CN104446137B CN 104446137 B CN104446137 B CN 104446137B CN 201410609307 A CN201410609307 A CN 201410609307A CN 104446137 B CN104446137 B CN 104446137B
Authority
CN
China
Prior art keywords
epoxy resin
expansion coefficient
linear expansion
thermal linear
filler
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.)
Active
Application number
CN201410609307.1A
Other languages
Chinese (zh)
Other versions
CN104446137A (en
Inventor
王伟
盛海军
李少芳
吴俊明
朱慈祥
苏云超
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.)
CCCC Road and Bridge Special Engineering Co Ltd
Original Assignee
CCCC Road and Bridge Special Engineering Co Ltd
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 CCCC Road and Bridge Special Engineering Co Ltd filed Critical CCCC Road and Bridge Special Engineering Co Ltd
Priority to CN201410609307.1A priority Critical patent/CN104446137B/en
Publication of CN104446137A publication Critical patent/CN104446137A/en
Application granted granted Critical
Publication of CN104446137B publication Critical patent/CN104446137B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigating Or Analyzing Materials Using Thermal Means (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

The present invention relates to the computational methods of thermal linear expansion coefficient, in particular to a kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete.The present invention is by the measuring method according to thermal linear expansion coefficient, it is determined by the thermal linear expansion coefficient of required epoxy resin mortar, formula is used to calculate required epoxy resin mortar epoxy resin and the volume relationship of filler, calculate quality proportioning further according to volume relationship, obtain meeting the making formula of the epoxy resin mortar using environment.The present invention computing formula by thermal linear expansion coefficient, provide and a kind of calculate epoxy resin mortar and the matching method of epoxy resin concrete material simply, efficiently, accurately, various construction field can be widely used in, can quickly obtain being suitable for construction and using the epoxy resin mortar under environment or epoxy resin concrete, there is great promotional value.

Description

A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete
Technical field
The present invention relates to the computational methods of thermal linear expansion coefficient, utilize in particular to one linear Thermal coefficient of expansion prepares the method for epoxy resin mortar and concrete.
Background technology
Epoxy resin mortar is that one mixes with inorganic filler by a certain percentage with epoxy resin, curing agent The composite of configuration, the solidfied material of its epoxy resin is by epoxy resin and curing agent The high polymer with three-dimensional net structure that cross-linking reaction is formed, extensive at applications in civil engineering.
Often there is the destruction caused because of temperature change in epoxy resin mortar during using, therefore, When using epoxy resin mortar, need its thermal linear expansion coefficient is measured, meeting relevant wanting Can use in the case of asking.But, the measurement of thermal linear expansion coefficient is time-consuming a, consumption Power, the work of consuming, accurate measurement needs the instrument of costliness to realize especially.And by In epoxy resin mortar, each raw-material composition, ratio often change, particularly development, if Each test ratio is carried out the test of thermal linear expansion coefficient, it will consumption great effort, Financial resources, material resources, also can have a strong impact on progress and the quality of research and development.Therefore, in the urgent need to finding A kind of method simple, practical, quick calculates the thermal linear expansion coefficient of epoxy resin mortar.
Summary of the invention
Present invention aim to solve the deficiency of above-mentioned background technology, it is provided that one utilizes line Linear thermal expansion coefficient prepares the method for epoxy resin mortar and concrete.
The testing method of the present invention is based on " ASTM D696 Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between-30℃ 30 DEG C of with a Vitreous Silica Dilatometer of and " linear thermal expansion system in standard The method of testing of number, the schematic diagram of concrete method of testing is shown in Fig. 1, utilizes and be wrapped in quartz glass The expansion change that sample 3 in pipe 4 occurs in temperature inversion, is gone out by quartz glass bar 5 Existing discrepancy in elevation change obtains the concrete numerical value expanding change of sample 3.
The principle of the present invention is as follows: owing to the linear expansion coefficient of filler is far smaller than asphalt mixtures modified by epoxy resin Fat, in epoxy resin mortar, filler is all wrapped up by epoxy resin, and when cooling, filler can limit The contraction of a part of wrapped resin, resin then can increase the contraction of wrapped up filler;During intensification, Filler can limit the expansion of a part of wrapped resin, and resin then can increase the swollen of wrapped up filler Swollen.For the ease of analyzing epoxy resin mortar linear expansion coefficient, make hypothesis below:
(1) not considering to limit in expansion, contraction process, epoxy resin, filler are made because limiting The change caused with the stress produced;
(2) embedding effec of filler is not considered, it is believed that filler is wrapped up by epoxy resin completely;
(3) by abstract for filler for cube, the epoxy resin of parcel filler is also divided into uniformly Cube, do not consider the restriction effect between each cube;
(4) do not consider temperature gradient effect, do not consider cubic deformation;
Owing to the elastic modelling quantity (generally between 20-30Gpa) of filler is much larger than epoxy resin Elastic modelling quantity (generally between 0.1-2.8Gpa), heat up or temperature-fall period in, filler Epoxy resin is deformed the restriction effect that filler is deformed by restriction effect much larger than epoxy resin, Namely when the filled restriction of epoxide resin material, the linear heat of epoxy resin is divided in this restricting portion The coefficient of expansion can be equal to the thermal linear expansion coefficient of filler.Therefore thermal linear expansion coefficient etc. When each material is without constraint, each material thermal linear expansion coefficient by volume relation calculating sum draws Thermal linear expansion coefficient deduct the contraction of the filled restriction of its epoxy resin.
The technical scheme is that one utilize thermal linear expansion coefficient prepare epoxy resin mortar and The method of concrete, it is characterised in that: according to construction usage environment, determine required epoxy The thermal linear expansion coefficient α of mortare, with reference to the thermal linear expansion coefficient α of epoxy resin mortareSelect to close Suitable epoxy resin and filler are (it is generally required to according to actual environment, select the suitable epoxy of performance Resin);Described filler is particle diameter quartz sand between 4.75mm~5.50mm or river sand; The thermal linear expansion coefficient of described epoxy resin is α1, the linear thermal expansion system of described filler Number is α2;According to following computing formula, determine the volume relationship of epoxy resin and filler:
V 1 V 2 = ( α 2 - α 1 ) 3 ( α e - α 1 ) 3 - 1 Formula 1
Wherein: αeThe thermal linear expansion coefficient of epoxy resin mortar;
α1The thermal linear expansion coefficient of epoxy resin;
α2The thermal linear expansion coefficient of filler;
V1The volume of epoxy resin;
V2The volume of filler;
Described epoxy resin and packing density are respectively ρ1、ρ2, utilize density formula, calculate Go out the quality proportioning of epoxy resin and filler;Choose epoxy resin and the filler of above-mentioned quality proportioning Mix and blend prepares epoxy resin mortar.
The thermal linear expansion coefficient α of the epoxy resin chosen in the most described step 21 In the range of αe1<3.5αe
The thermal linear expansion coefficient of the most described epoxy resin mortar is αe, with reference to span 0.65αec<0.85αe, determine the thermal linear expansion coefficient α of epoxy resin concretec;Described The thermal linear expansion coefficient of rubble added in epoxy resin mortar be α3;Public according to lower column count Formula, determines the volume ratio of epoxy resin mortar and rubble:
V e V 3 = ( &alpha; 3 - &alpha; e ) 3 ( &alpha; c - &alpha; e ) 3 - 1 Formula 2
Wherein: αcThe thermal linear expansion coefficient of epoxy resin concrete;
αeThe thermal linear expansion coefficient of epoxy resin mortar;
α3The thermal linear expansion coefficient of rubble;
VeThe volume of epoxy resin mortar;
V3The volume of rubble;
The density of described epoxy resin mortar is ρ3, the density of rubble is ρ4, utilize density formula, Draw the quality proportioning of epoxy resin mortar and rubble, choose epoxy resin mortar and the rubble of this quality proportioning Mix and blend prepares epoxy resin concrete.
The derivation that computing formula of the present invention is concrete is as follows: Fig. 2, Fig. 3 are that epoxy resin mortar is taken out As model, wherein the epoxy resin mortar length of side is d1, the length of side of filler is d2.Assume epoxy in Fig. 3 The volume of resin is V1, the volume of filler is V2, and V1+V2=1, V2=d2 3.With cooling As a example by, compared with Fig. 2, in Fig. 3, pure epoxy resin part with free shrink, and can be wrapped up and filling out The part of material, i.e. d in Fig. 32Part resin be restricted cannot free shrink, the most right Compression is caused inside mortar.Ignore the contraction that filler causes because of the restriction of epoxy resin, then:
Deformation (the ε of final systeme)=epoxy resin free shrink deformation (ε1)+filler is certainly By contraction distortion (ε2)-resin confined shrinkage deformation (εlim)
Be converted to formula:
ε1=l1×α1× Δ T=V1×α1× Δ T formula 3
ε2=l2×α2× Δ T=V2×α2× Δ T formula 4
Wherein: ε1Epoxy resin free shrink deforms;
ε2Filler free shrink deforms;
α1Epoxy resin thermal linear expansion coefficient;
α2Filler thermal linear expansion coefficient;
l1The length of epoxy resin;
l2The length of filler;
V1The volume of epoxy resin;
V2The volume of filler;
Δ T temperature change;
(testing standard according to thermal linear expansion coefficient can to assume the change of other both direction length Know, measure thermal linear expansion coefficient and only consider the change on length direction, other both directions Change is not counted in consideration), and εlimFor d in Fig. 32The confined shrinkage value of part, i.e. d2Portion Divide the product of volume shared by epoxy resin and the difference of bi-material thermal linear expansion coefficient, as follows Formula:
εlim=(α12)×(d1 2-d2 2)×d2× Δ T formula 5
Wherein: α1Epoxy resin thermal linear expansion coefficient;
α2Filler thermal linear expansion coefficient;
d1The length of epoxy resin mortar;
d2The length of filler;
Δ T temperature change;
According to V1+V2=1, V2=d2 3Understanding, formula 3 is variable to be turned to:
&epsiv; lim = ( &alpha; 1 - &alpha; 2 ) &times; ( V 1 + V 2 3 &times; V 1 + V 2 3 - V 2 3 &times; V 2 3 ) &times; V 2 3 &times; &Delta;T Formula 6
Then final epoxy resin mortar thermal linear expansion coefficient αeCan be calculated as follows:
&alpha; e = &epsiv; 1 + &epsiv; 2 - &epsiv; lim ( l 1 + l 2 ) &times; &Delta;T = V 1 &times; &alpha; 1 &times; &Delta;T + V 2 &times; &alpha; 2 &times; &Delta;T - &epsiv; lim ( V 1 + V 2 ) &times; &Delta;T &alpha; e = V 1 &alpha; 1 + V 2 &alpha; 2 - ( &alpha; 1 - &alpha; 2 ) ( 1 - V 2 2 3 ) &times; V 2 3 Formula 7
Above formula is the computing formula of epoxy resin mortar thermal linear expansion coefficient, wherein V1For epoxy The volume content of resin, V2Volume content for filler.
During actual application, it is thus necessary to determine that be V1And V2Volume relationship, then root Obtain quality proportioning according to volume relationship and meet, to make, the epoxy resin mortar used under environment, because of This, the thermal linear expansion coefficient α of the epoxy resin mortar being actually neededeIt is known that the epoxy resin needed With filler it is known that therefore calculate V1And V2Volume relationship as follows:
V 1 V 2 = ( &alpha; 2 - &alpha; 1 ) 3 ( &alpha; e - &alpha; 1 ) 3 - 1 Formula 1
Wherein: αeThe thermal linear expansion coefficient of epoxy resin mortar;
α1The thermal linear expansion coefficient of epoxy resin;
α2The thermal linear expansion coefficient of filler;
V1The volume of epoxy resin;
V2The volume of filler;
Filler is generally particle diameter quartz sand between 4.75mm~5.50mm or river sand.
The present invention computing formula by thermal linear expansion coefficient, it is provided that a kind of simple, efficiently, Calculate epoxy resin mortar and the matching method of epoxy resin concrete material accurately, can answer widely For various construction fields, can quickly obtain being suitable for construction and use the epoxy resin mortar under environment or Person's epoxy resin concrete, has great promotional value.
Accompanying drawing explanation
Fig. 1: ASTM D696 measurement apparatus schematic diagram;
Fig. 2: epoxy resin mortar of the present invention simulation schematic diagram;
Fig. 3: epoxy resin mortar unit simulation schematic diagram of the present invention;
Wherein: 1 epoxy resin;2 fillers;3 samples;4 quartz glass tubes;5— Quartz glass bar.
Detailed description of the invention
According to construction usage environment in actual application, it may be determined that epoxy resin mortar linear heat swollen Swollen factor alphae, according to αeThis epoxy resin mortar epoxy resin and filler can be derived in turn Volume relationship, further according to respective density, can obtain preparing the quality proportioning of this epoxy resin mortar.
Specifically comprise the following steps that 1), according to construction usage environment, determine required epoxy resin mortar Thermal linear expansion coefficient αe, generally, according to the weather that construction is local, use environment Under temperature change etc. may determine that the thermal linear expansion coefficient α of epoxy resin mortar of needse
2), with reference to the thermal linear expansion coefficient α of the epoxy resin mortar usede, select suitable ring Epoxy resins and filler, the thermal linear expansion coefficient of described epoxy resin is α1, the epoxy chosen The thermal linear expansion coefficient α of resin1In the range of αe1<3.5αe, in actual use, If the thermal linear expansion coefficient of epoxy resin mortar is excessive it is possible that stirring mixes showing of difficulty As, the less epoxy resin of thermal linear expansion coefficient can be properly selected and carry out mix and blend. The thermal linear expansion coefficient of described filler is α2
3), according to following computing formula, the volume relationship of epoxy resin and filler is determined:
V 1 V 2 = ( &alpha; 2 - &alpha; 1 ) 3 ( &alpha; e - &alpha; 1 ) 3 - 1 Formula 1
Wherein: αeThe thermal linear expansion coefficient of epoxy resin mortar;
α1The thermal linear expansion coefficient of epoxy resin;
α2The thermal linear expansion coefficient of filler;
V1The volume of epoxy resin;
V2The volume of filler;
4), inspection information obtains epoxy resin and the density of filler, respectively ρ1、ρ2, utilize Density formula, calculates the quality proportioning of epoxy resin and filler, i.e.
m 1 m 2 = &rho; 1 V 1 &rho; 2 V 2 Formula 8
Wherein: m1Epoxy resin quality;
m2Packing quality;
ρ1Epoxy resin density;
ρ2Packing density;
5), epoxy resin and the filler mix and blend of the proportioning in selecting step 4 prepares epoxy Mortar.
Can prepare according to the epoxy resin mortar described in formula 1 and meet the epoxy that site environment requires Resin concrete, adds rubble in epoxy resin mortar and can prepare epoxy resin concrete.Root Thermal linear expansion coefficient α according to construction usage environment and selected epoxy resin mortare, with reference to value Scope 0.65 αec<0.85αe, determine the thermal linear expansion coefficient α of epoxy resin concretec; The thermal linear expansion coefficient of the described rubble added in epoxy resin mortar is α3;According to following meter Calculate formula, determine the volume ratio of epoxy resin mortar and rubble:
V e V 3 = ( &alpha; 3 - &alpha; e ) 3 ( &alpha; c - &alpha; e ) 3 - 1 Formula 2
Wherein: αcThe thermal linear expansion coefficient of epoxy resin concrete;
αeThe thermal linear expansion coefficient of epoxy resin mortar;
α3The thermal linear expansion coefficient of rubble;
VeThe volume of epoxy resin mortar;
V3The volume of rubble;
Can get the volume ratio of epoxy resin, filler and rubble according to formula 1 and formula 2, utilize close Degree formula, draws the quality proportioning of three kinds of compositions of epoxy resin concrete, chooses this quality proportioning Epoxy resin and filler mix and blend prepare epoxy resin concrete.
The present invention calculated by formula can obtain difference use the concrete under environment or The proportioning of mortar, it is not necessary to this is measured by substantial amounts of, expensive instrument and equipment, saves Substantial amounts of manpower and materials.
The epoxy resin mortar additionally calculated this method carries out checking test, the method reference of test 《ASTM D696 Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between-30℃ and 30℃ with a Vitreous Silica Dilatometer " standard, concrete test data see table:
Table 1: checking test data
Note: described mass ratio is the mass ratio of epoxy resin and filler, test value is for utilizing mark The data that quasi-test method obtains, calculated value is the number utilizing computing formula of the present invention to calculate Value.
From table 1 it follows that actual measured value and calculated value error are 0~7.04%, error The least, maintain in allowed band, it was demonstrated that the computational methods that the present invention provides have the highest accurate Property.
The present invention computing formula by thermal linear expansion coefficient, it is provided that a kind of simple, efficiently, Calculate epoxy resin mortar and the matching method of epoxy resin concrete material accurately, can answer widely For various construction fields, can quickly obtain being suitable for construction and use the epoxy resin mortar under environment or Person's epoxy resin concrete, has great promotional value.

Claims (2)

1. one kind utilize thermal linear expansion coefficient computational methods to determine raw material proportioning prepares epoxy sand The method of slurry, it is characterised in that: according to construction usage environment, determine required epoxy resin mortar Thermal linear expansion coefficient αe, with reference to the thermal linear expansion coefficient α of epoxy resin mortareSelect suitably Epoxy resin and filler;Described filler is particle diameter quartz between 4.75mm~5.50mm Sand or river sand;The thermal linear expansion coefficient of described epoxy resin is α1, the line of described filler Linear thermal expansion coefficient is α2;According to following computing formula, determine the volume of epoxy resin and filler Relation:
Wherein: αeThe thermal linear expansion coefficient of epoxy resin mortar;
α1The thermal linear expansion coefficient of epoxy resin;
α2The thermal linear expansion coefficient of filler;
V1The volume of epoxy resin;
V2The volume of filler;
Described formula based on the assumption that (1) do not consider to limit expand, in contraction process, ring The change that the stress that epoxy resins, filler produce because of restriction effect causes;
(2) embedding effec of filler is not considered, it is believed that filler is wrapped up by epoxy resin completely;
(3) by abstract for filler for cube, the epoxy resin of parcel filler is also divided into uniformly Cube, do not consider the restriction effect between each cube;
(4) do not consider temperature gradient effect, do not consider cubic deformation;
Described epoxy resin and packing density are respectively ρ1、ρ2, utilize density formula, calculate Go out the quality proportioning of epoxy resin and filler;Choose epoxy resin and the filler of above-mentioned quality proportioning Mix and blend prepares epoxy resin mortar;
The thermal linear expansion coefficient α of epoxy resin1In the range of αe1<3.5αe
2. one kind utilize thermal linear expansion coefficient computational methods to determine raw material proportioning prepares asphalt mixtures modified by epoxy resin The method of fat concrete, it is characterised in that: described epoxy resin concrete utilizes right such as to want Ask the epoxy resin mortar described in 1 to add rubble to be prepared from;The linear heat of described epoxy resin mortar is swollen Swollen coefficient is αe, determine the thermal linear expansion coefficient α of epoxy resin concretecSpan be 0.65αec<0.85αe;The thermal linear expansion coefficient of the rubble added in epoxy resin mortar is α3; According to following computing formula, determine the volume ratio of epoxy resin mortar and rubble:
Wherein: αcThe thermal linear expansion coefficient of epoxy resin concrete;
αeThe thermal linear expansion coefficient of epoxy resin mortar;
α3The thermal linear expansion coefficient of rubble;
VeThe volume of epoxy resin mortar;
V3The volume of rubble;
The density of described epoxy resin mortar is ρ3, the density of rubble is ρ4, utilize density formula, draw Epoxy resin mortar and the quality proportioning of rubble, choose epoxy resin mortar and the rubble mixing of this quality proportioning Epoxy resin concrete is prepared in stirring.
CN201410609307.1A 2014-11-03 2014-11-03 A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete Active CN104446137B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410609307.1A CN104446137B (en) 2014-11-03 2014-11-03 A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410609307.1A CN104446137B (en) 2014-11-03 2014-11-03 A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete

Publications (2)

Publication Number Publication Date
CN104446137A CN104446137A (en) 2015-03-25
CN104446137B true CN104446137B (en) 2016-08-24

Family

ID=52892987

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410609307.1A Active CN104446137B (en) 2014-11-03 2014-11-03 A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete

Country Status (1)

Country Link
CN (1) CN104446137B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0888394B1 (en) * 1996-03-22 2001-07-25 Vantico AG One-component epoxy resin tooling material
CN1986479A (en) * 2005-12-19 2007-06-27 深圳市海川实业股份有限公司 Water-base epoxy color sand mortar and its preparing process and construction process
CN101423358A (en) * 2008-11-20 2009-05-06 同济大学 Method for preparing high impact resistant epoxy resin mortar
CN102061798A (en) * 2010-12-06 2011-05-18 中建一局集团装饰工程有限公司 Epoxy self-leveling floor with concrete sealing curing agent and construction method thereof
CN103496887A (en) * 2013-09-13 2014-01-08 天津大学 Epoxy resin zirconium tungstate concrete and preparation method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0888394B1 (en) * 1996-03-22 2001-07-25 Vantico AG One-component epoxy resin tooling material
CN1986479A (en) * 2005-12-19 2007-06-27 深圳市海川实业股份有限公司 Water-base epoxy color sand mortar and its preparing process and construction process
CN101423358A (en) * 2008-11-20 2009-05-06 同济大学 Method for preparing high impact resistant epoxy resin mortar
CN102061798A (en) * 2010-12-06 2011-05-18 中建一局集团装饰工程有限公司 Epoxy self-leveling floor with concrete sealing curing agent and construction method thereof
CN103496887A (en) * 2013-09-13 2014-01-08 天津大学 Epoxy resin zirconium tungstate concrete and preparation method thereof

Also Published As

Publication number Publication date
CN104446137A (en) 2015-03-25

Similar Documents

Publication Publication Date Title
Indacoechea-Vega et al. Experimental characterization and performance evaluation of geothermal grouting materials subjected to heating–cooling cycles
Lashkari et al. A non‐coaxial constitutive model for sand deformation under rotation of principal stress axes
CN101988858B (en) Method of measuring reinforced concrete creep stress by using engineering safety monitoring rebar stressometer
CN106919786B (en) A kind of concrete fractional order creep model
Zheng et al. Effect of superabsorbent polymer on the mechanical performance and microstructure of concrete
Tian et al. Behavior and modeling of ultra-high performance concrete-filled FRP tubes under cyclic axial compression
Haddadi et al. Validation of a simplified method in viscoelastic continuum damage (VECD) model developed for flexural mode of loading
Ge et al. A Method for Making Transparent Hard Rock‐Like Material and Its Application
Pan et al. Mechanical analysis of asphalt pavement based on bimodulus elasticity theory
Omran et al. Portable pressure device to evaluate lateral formwork pressure exerted by fresh concrete
CN104446137B (en) A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete
Yang et al. Study on the proportion of conglomerate similar materials based on the orthogonal test
CN105717021B (en) A kind of method for quantitatively determining crack rock anisotropy of permeability
Jones et al. Correlation of radial flow-through and hollow cylinder dynamic pressurization test for measuring permeability
Rahal et al. Modelling of change in permeability induced by dilatancy for brittle geomaterials
Kong et al. Geotechnical properties of a new transparent clay
Ng et al. Tailored extended finite-element model for predicting crack propagation and fracture properties within idealized and digital cementitious material samples
CN104280534B (en) Concrete stress based on the simulation of thin sight group structure relaxes character Forecasting Methodology
Tang et al. Evaluation of particle size distribution of coal gangue through fractal method in Dongkuang mine, Heshan, China
Mei et al. An experimental and numerical investigation on the initiation and interaction of double cracks in rocks under hydromechanical coupling
Tong et al. An improved multistage creep recovery test procedure for viscoelastic-plastic damage model calibration
Song et al. A method to obtain artificial sandstone joint specimens for the description of permeability anisotropy-based joint shear deformation
Xie et al. Apparent quality and service performance evaluation of SCFFC in tunnel secondary lining
CN117571427B (en) Preparation method and system of argillaceous sandstone similar material
Zhang et al. Multi-Scale Simulation of Two-Dimensional Chloride Transport Under the Effect of Bending Load in Concrete

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: Room 2101-2104, 21 / F, unit a, block a, Hubei science and technology venture building, Xiaohongshan East District, Wuchang District, Wuhan City, Hubei Province, 430061

Patentee after: CCCC Road & Bridge Special Engineering Co.,Ltd.

Address before: 430071 20 / F, Dongsha building, 122 Zhongbei Road, Wuchang District, Wuhan City, Hubei Province

Patentee before: CCCC ROAD & BRIDGE SPECIAL ENGINEERING Co.,Ltd.