PL419114A1 - Method of testing and assessment of correlation dependence parameters of thickening and bearing capacity of the ground, aggregate and substructure, determined by means of the VSS dynamic slab and static slab, by the method of linear regression - Google Patents
Method of testing and assessment of correlation dependence parameters of thickening and bearing capacity of the ground, aggregate and substructure, determined by means of the VSS dynamic slab and static slab, by the method of linear regressionInfo
- Publication number
- PL419114A1 PL419114A1 PL419114A PL41911416A PL419114A1 PL 419114 A1 PL419114 A1 PL 419114A1 PL 419114 A PL419114 A PL 419114A PL 41911416 A PL41911416 A PL 41911416A PL 419114 A1 PL419114 A1 PL 419114A1
- Authority
- PL
- Poland
- Prior art keywords
- correlation
- parameters
- slab
- determined
- vss
- Prior art date
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Przedmiotem zgłoszenia jest sposób badania oraz ocena zależności korelacyjnych parametrów zagęszczenia i nośności gruntów, kruszyw i podbudów, wyznaczone za pomocą płyty dynamicznej i statycznej płyty VSS metodą regresji liniowej. Przedmiotem zgłoszenia jest opracowanie procesu korelacji omawianych parametrów i procedury badań wraz z wyprowadzeniem wyskalowanego wzoru korelacyjnego. Zgłoszenie określa nam tok postępowania przy procesie korelacji parametrów nośności i zagęszczenia oraz warunki brzegowe, które trzeba spełnić, w celu uzyskania powtarzalności wzoru. Cechą zgłoszenia jest uwzględnienie warunków i czynników panujących na badanej warstwie do wzoru korelacyjnego, poprzez pełną ich analizę. Poprzez ustalenie warunków brzegowych (graniczne krzywe uziarnienia, wskaźnik różnoziarnistości) uzyskujemy powtarzalność wzoru. Proces współzależności parametrów determinuje wyskalowany wzór korelacyjny. Poprzedza go profesjonalna analiza zależności korelacyjnych parametrów nośności i zagęszczenia.The subject of the notification is the method of testing and assessment of correlation dependence of compaction parameters and load capacity of soils, aggregates and foundations, determined by means of dynamic and static VSS plates by linear regression. The subject of the application is to develop a correlation process of the discussed parameters and test procedures together with a derived correlated formula. The application specifies to us the course of conduct in the process of correlation of load capacity and compaction parameters as well as the boundary conditions that must be met in order to obtain repeatability of the pattern. A feature of the application is taking into account the conditions and factors prevailing on the tested layer to the correlation formula, through their full analysis. By determining the boundary conditions (grain size boundary curves, multifacity index), we obtain the repeatability of the pattern. The process of interdependence of parameters is determined by a scaled correlation pattern. It is preceded by a professional analysis of the correlation dependencies of load-bearing and compaction parameters.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL419114A PL419114A1 (en) | 2016-10-14 | 2016-10-14 | Method of testing and assessment of correlation dependence parameters of thickening and bearing capacity of the ground, aggregate and substructure, determined by means of the VSS dynamic slab and static slab, by the method of linear regression |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL419114A PL419114A1 (en) | 2016-10-14 | 2016-10-14 | Method of testing and assessment of correlation dependence parameters of thickening and bearing capacity of the ground, aggregate and substructure, determined by means of the VSS dynamic slab and static slab, by the method of linear regression |
Publications (1)
Publication Number | Publication Date |
---|---|
PL419114A1 true PL419114A1 (en) | 2018-04-23 |
Family
ID=61965314
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PL419114A PL419114A1 (en) | 2016-10-14 | 2016-10-14 | Method of testing and assessment of correlation dependence parameters of thickening and bearing capacity of the ground, aggregate and substructure, determined by means of the VSS dynamic slab and static slab, by the method of linear regression |
Country Status (1)
Country | Link |
---|---|
PL (1) | PL419114A1 (en) |
-
2016
- 2016-10-14 PL PL419114A patent/PL419114A1/en unknown
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Azmatch et al. | Tensile strength and stress–strain behaviour of Devon silt under frozen fringe conditions | |
CN102587426B (en) | Analysis method for estimating bearing capacity of pile foundation on basis of penetration technology | |
NZ701640A (en) | Mobile test system and methods for in situ characterization of stress and deflection dependent stiffness and bearing capacity of soils and geo-materials | |
Liang et al. | Mechanical analysis using the unconfined penetration test on the tensile strength of Q3 loess around Lanzhou City, China | |
Indraratna et al. | Shear behaviour of rock joints with unsaturated infill | |
Zhou et al. | Effects of temperature and suction on secant shear modulus of unsaturated soil | |
Song et al. | Experimental study on in-situ properties of residual soil by self-boring pressuremeter | |
PL419114A1 (en) | Method of testing and assessment of correlation dependence parameters of thickening and bearing capacity of the ground, aggregate and substructure, determined by means of the VSS dynamic slab and static slab, by the method of linear regression | |
TWI408367B (en) | ||
CN102587427B (en) | Analysis method for estimating settlement of pile foundation on basis of penetration technology | |
Vahedifard et al. | Strength indices of high-moisture soils using handheld gauges | |
Espinace et al. | The PANDA technology applied to design and operation of tailings dams | |
RU2013143889A (en) | METHOD FOR NON-DESTRUCTIVE ASSESSMENT OF CRITICAL CHANGES IN THE TECHNICAL CONDITION OF METAL | |
Liu et al. | Discussion: Size effect on compressive behaviours of normal-strength concrete cubes made from demolished concrete blocks and fresh concrete | |
LIN et al. | Research on mechanics and permeability characteristics of similar material of solid-gas coupling based on orthogonal design | |
Feng et al. | Plate penetration tests on undrained strength behavior of dredged clay | |
Han et al. | A new approach for estimating the influence of soil suction on the resilient modulus of pavement subgrade soils | |
Shu-yun et al. | Test procedures for ring shear apparatus | |
Yamanlar | Farklı kaplama türlerinin yüzey doku özelliklerinin incelenmesi | |
Wu | Study on shear strength of expansive soil considered softening by triaxial tests | |
Sachan | Shear testing data of soil: a function of boundary friction in triaxial setup | |
Shang et al. | Discussion: Mechanical behaviour of different types of concrete under multiaxial compression | |
Seneviratne | A Study on the effects of variation of elastic properties of asphalt concrete on the vertical stress distribution in layered road pavements | |
Sahraei et al. | The use of electrical anisotropy measurements to monitor soil crack dynamics-laboratory evaluation | |
RU2620127C2 (en) | E.n. khrustalev's method of determining pressure of surface and internal cracking |