WO2022083786A3 - Method for rapid prediction of dynamic modulus of resilience of graded crushed stone considering particle crushing - Google Patents
Method for rapid prediction of dynamic modulus of resilience of graded crushed stone considering particle crushing Download PDFInfo
- Publication number
- WO2022083786A3 WO2022083786A3 PCT/CN2021/131843 CN2021131843W WO2022083786A3 WO 2022083786 A3 WO2022083786 A3 WO 2022083786A3 CN 2021131843 W CN2021131843 W CN 2021131843W WO 2022083786 A3 WO2022083786 A3 WO 2022083786A3
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- crushed stone
- resilience
- graded crushed
- dynamic
- graded
- Prior art date
Links
- 239000004575 stone Substances 0.000 title abstract 8
- 238000000034 method Methods 0.000 title abstract 4
- 239000002245 particle Substances 0.000 title abstract 2
- 230000000704 physical effect Effects 0.000 abstract 3
- 238000005056 compaction Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 abstract 1
- 238000000611 regression analysis Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Immunology (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- Analytical Chemistry (AREA)
- Chemical & Material Sciences (AREA)
- Pathology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Computer Hardware Design (AREA)
- Evolutionary Computation (AREA)
- Geometry (AREA)
- General Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
A method for rapid prediction of the dynamic modulus of resilience of graded crushed stone considering particle crushing, the method specifically being: determining physical property parameters of a plurality of groups of graded crushed stone under different grade, different degree of compaction, and different water content conditions; on the basis of dynamic triaxial testing, respectively measuring the dynamic moduli of resilience of the plurality of groups of graded crushed stone, using a three-parameter model to perform prediction, and on the basis of the dynamic moduli of resilience of each group of graded crushed stone obtained in the dynamic triaxial testing, fitting the three-parameter model to obtain model fitting coefficients k1, k2 and k3; and determining contribution ratios of all physical property parameters of each group of graded crushed stone to the fitting parameters k1, k2 and k3 of the three-parameter model, and using a stepwise multiple regression analysis method to determine the correlation between the fitting parameters k1-k3 of the model and each physical property parameter, and thus obtain a rapid prediction formula. The present invention is able to conveniently and accurately obtain dynamic moduli of resilience of graded broken stone, allowing the design and construction of graded crushed stone in road surface structures to be scientifically guided, and guaranteeing engineering quality.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ZA2022/05160A ZA202205160B (en) | 2021-06-28 | 2022-05-10 | Method for rapid prediction of dynamic modulus of resilience of graded crushed stone considering particle crushin |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110718017.0A CN113405907B (en) | 2021-06-28 | 2021-06-28 | Method for quickly predicting dynamic resilience modulus of graded crushed stone considering particle crushing |
CN202110718017.0 | 2021-06-28 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2022083786A2 WO2022083786A2 (en) | 2022-04-28 |
WO2022083786A3 true WO2022083786A3 (en) | 2022-06-16 |
Family
ID=77679723
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CN2021/131843 WO2022083786A2 (en) | 2021-06-28 | 2021-11-19 | Method for rapid prediction of dynamic modulus of resilience of graded crushed stone considering particle crushing |
Country Status (3)
Country | Link |
---|---|
CN (1) | CN113405907B (en) |
WO (1) | WO2022083786A2 (en) |
ZA (1) | ZA202205160B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113405907B (en) * | 2021-06-28 | 2022-03-22 | 长沙理工大学 | Method for quickly predicting dynamic resilience modulus of graded crushed stone considering particle crushing |
CN114166628B (en) * | 2021-11-24 | 2024-03-15 | 湖北工程学院 | Method for determining relative crushing rate of calcareous sand under different stress paths |
CN114002093B (en) * | 2021-12-27 | 2022-04-05 | 山东省交通科学研究院 | Method for determining resilience modulus of pavement aggregate layer material in real time |
CN114720327B (en) * | 2022-03-08 | 2023-08-29 | 山东高速济青中线公路有限公司 | Evaluation method for evaluating detection reliability of stone-containing roadbed sand filling method |
CN115845991B (en) * | 2022-12-06 | 2024-06-11 | 昆明理工大学 | Method for predicting semi-self-grinding stubborn stone crushing effect and determining steel ball grading based on Tavares crushing model |
CN116008077A (en) * | 2023-01-06 | 2023-04-25 | 长沙理工大学 | Stable grading determination method of construction waste reclaimed materials in roadbed application scene |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106323779A (en) * | 2016-09-22 | 2017-01-11 | 长沙理工大学 | Roadbed soil dynamic resilience modulus estimation method |
US20180045630A1 (en) * | 2016-08-15 | 2018-02-15 | New York University | Method to estimate strain rate dependent elastic modulus of materials using dynamic mechanical analysis data |
CN108052690A (en) * | 2017-11-02 | 2018-05-18 | 同济大学 | A kind of crushed stone soil layer discrete element simulation method for considering grain shape randomness |
CN111474029A (en) * | 2020-05-19 | 2020-07-31 | 中南林业科技大学 | Roadbed gravel soil dynamic resilience modulus estimation method |
CN113405907A (en) * | 2021-06-28 | 2021-09-17 | 长沙理工大学 | Method for quickly predicting dynamic resilience modulus of graded crushed stone considering particle crushing |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102879286A (en) * | 2012-07-26 | 2013-01-16 | 山西省交通科学研究院 | Method for determining resilience modulus parameter of soil foundation of road |
-
2021
- 2021-06-28 CN CN202110718017.0A patent/CN113405907B/en active Active
- 2021-11-19 WO PCT/CN2021/131843 patent/WO2022083786A2/en active Application Filing
-
2022
- 2022-05-10 ZA ZA2022/05160A patent/ZA202205160B/en unknown
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20180045630A1 (en) * | 2016-08-15 | 2018-02-15 | New York University | Method to estimate strain rate dependent elastic modulus of materials using dynamic mechanical analysis data |
CN106323779A (en) * | 2016-09-22 | 2017-01-11 | 长沙理工大学 | Roadbed soil dynamic resilience modulus estimation method |
CN108052690A (en) * | 2017-11-02 | 2018-05-18 | 同济大学 | A kind of crushed stone soil layer discrete element simulation method for considering grain shape randomness |
CN111474029A (en) * | 2020-05-19 | 2020-07-31 | 中南林业科技大学 | Roadbed gravel soil dynamic resilience modulus estimation method |
CN113405907A (en) * | 2021-06-28 | 2021-09-17 | 长沙理工大学 | Method for quickly predicting dynamic resilience modulus of graded crushed stone considering particle crushing |
Non-Patent Citations (5)
Also Published As
Publication number | Publication date |
---|---|
CN113405907A (en) | 2021-09-17 |
ZA202205160B (en) | 2022-08-31 |
CN113405907B (en) | 2022-03-22 |
WO2022083786A2 (en) | 2022-04-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2022083786A3 (en) | Method for rapid prediction of dynamic modulus of resilience of graded crushed stone considering particle crushing | |
Yang et al. | Wavelet based macrotexture analysis for pavement friction prediction | |
Ugur et al. | Effect of rock properties on the Los Angeles abrasion and impact test characteristics of the aggregates | |
CN110501243B (en) | Asphalt mixture fatigue performance testing method based on rut tester | |
CN102135481A (en) | Method for testing rutting-resistant performance of mixture in bituminous pavement | |
CN106294984B (en) | A method of Rock Damage threshold is determined based on micro-mechanical model growth rate | |
Lin et al. | Nondestructive quality assessment of asphalt pavements based on dynamic modulus | |
Ceratti et al. | Seasonal variations of a subgrade soil resilient modulus in southern Brazil | |
CN102628780A (en) | Asphalt mixture viscoelasticity performance test method based on wheel load instrument | |
CN103628457A (en) | Method for rapidly detecting foundation soil compactness by using penetrometer | |
CN104345011A (en) | Rock-fill object density measure system | |
CN106483011A (en) | Bituminous paving each layer dynamic testing method and thread gluing device | |
CN105699208A (en) | Detection method of water stability of cold region large-grain-size asphalt mixture | |
Wang et al. | Acoustic assessment of wood quality in trees and logs | |
Liao et al. | Permanent deformation response parameters of asphalt mixtures for a new mix-confined repeated load test | |
Wang et al. | Designing a skid-resistant and durable asphalt mixture based on the stress concentration distribution rate | |
Wang et al. | Acoustic evaluation of standing trees—Recent research development | |
Li et al. | Prediction of internal defect area in wooden components by stress wave velocity analysis | |
Tanriverdi | Using TDR in the agricultural water management | |
Hornych et al. | Prediction of the behaviour of a flexible pavement using finite element analysis with non-linear elastic and viscoelastic models | |
Chompoorat et al. | Laboratory investigation of hot mix asphalt behaviour for mechanistic-empirical pavement design in tropical countries | |
Yue et al. | Experimental study on nonlinear characteristics of permeability and compressibility of soft clay | |
Look | Earthworks testing and the density illusion | |
Korkiala-Tanttu et al. | Long-term behavior of crushed concrete in road structure | |
Arambula et al. | Tension-compression fatigue test evaluation using fracture mechanics and field data |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 21882198 Country of ref document: EP Kind code of ref document: A2 |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 21882198 Country of ref document: EP Kind code of ref document: A2 |