Rheodynamics of plasticoviscous thixotropic grouts: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Rheodynamics of plasticoviscous thixotropic grouts

Korolev, V. M. / Korolev, O. V. / Malyshev, L. I.

Conclusions 1. For an exact determination of hydraulic resistances during a plug flow regime of plasticoviscous thixotropic fluids (PVTFs) in pipes and slots it is necessary to use functionf(sen, t/T) and π(sen, t/T), the graphs of which are given in Figs. 4 and 5. In this case τoi should be determined with consideration of the previous history of the PVTFs from the dependence of τoi on the time the grout is at rest. The values of Re* or formulas (21) and (22) can be used for an approximate determination of hydraulic losses. 2. The rheological characteristics of PVTFs τoi, η, and T as well as the function τoi=f(t) and the value of τob are determined on a viscometer with automatic recording of the parameters. 3. The coordinates of the critical point of transition from a plug flow regime of the PVTFs to a turbulent one are determined from the values of Re* and τob. 4. The coordinates of the critical point A of transition from a plug flow regime of PVTFs with thixotropic linkages to a plug flow regime with broken linkages are determined by the critical specific energy spent on breaking the thixotropic linkages, which is constant for a particular fluid.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Rheodynamics of plasticoviscous thixotropic grouts

Korolev, V. M. / Korolev, O. V. / Malyshev, L. I.

Conclusions 1. For an exact determination of hydraulic resistances during a plug flow regime of plasticoviscous thixotropic fluids (PVTFs) in pipes and slots it is necessary to use functionf(sen, t/T) and π(sen, t/T), the graphs of which are given in Figs. 4 and 5. In this case τoi should be determined with consideration of the previous history of the PVTFs from the dependence of τoi on the time the grout is at rest. The values of Re* or formulas (21) and (22) can be used for an approximate determination of hydraulic losses. 2. The rheological characteristics of PVTFs τoi, η, and T as well as the function τoi=f(t) and the value of τob are determined on a viscometer with automatic recording of the parameters. 3. The coordinates of the critical point of transition from a plug flow regime of the PVTFs to a turbulent one are determined from the values of Re* and τob. 4. The coordinates of the critical point A of transition from a plug flow regime of PVTFs with thixotropic linkages to a plug flow regime with broken linkages are determined by the critical specific energy spent on breaking the thixotropic linkages, which is constant for a particular fluid.

Rheodynamics of plasticoviscous thixotropic grouts

Korolev, V. M. / Korolev, O. V. / Malyshev, L. I.

Conclusions 1. For an exact determination of hydraulic resistances during a plug flow regime of plasticoviscous thixotropic fluids (PVTFs) in pipes and slots it is necessary to use functionf(sen, t/T) and π(sen, t/T), the graphs of which are given in Figs. 4 and 5. In this case τoi should be determined with consideration of the previous history of the PVTFs from the dependence of τoi on the time the grout is at rest. The values of Re* or formulas (21) and (22) can be used for an approximate determination of hydraulic losses. 2. The rheological characteristics of PVTFs τoi, η, and T as well as the function τoi=f(t) and the value of τob are determined on a viscometer with automatic recording of the parameters. 3. The coordinates of the critical point of transition from a plug flow regime of the PVTFs to a turbulent one are determined from the values of Re* and τob. 4. The coordinates of the critical point A of transition from a plug flow regime of PVTFs with thixotropic linkages to a plug flow regime with broken linkages are determined by the critical specific energy spent on breaking the thixotropic linkages, which is constant for a particular fluid.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Rheodynamics of plasticoviscous thixotropic grouts

Contributors:

Korolev, V. M. (author) / Korolev, O. V. (author) / Malyshev, L. I. (author)

Published in:

Hydrotechnical Construction ; 30 ; 480-487

Publication date:

1996-08-01

Size:

8 pages

ISSN:

1570-1468 , 0018-8220

DOI:

https://doi.org/10.1007/BF02446539

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Flow Regime , Flow Curve , Differential Pressure , Structural Linkage , Cement Grout Engineering , Energy Technology , Power Electronics, Electrical Machines and Networks , Renewable and Green Energy , Geoengineering, Foundations, Hydraulics

Similar titles

Rheodytmmics of Plasticoviscous Thixotropic Grouts

Korolev, V. M. / Korolev, O. V. / Malyshev, L. I. | British Library Online Contents | 1996

Rheodynamics of plasticoviscous thixotropic grouts

Korolev, V. M. / Korolev, O. V. / Malyshev, L. I. | Online Contents | 1996

Investigation of rheodynamics of protecting polymer-containing lubricating layer

Mikhnevich, N. N. / Pleskachevskii, Y. M. / Smurugov, V. A. | British Library Online Contents | 1999

Overbeck, C.F. | Engineering Index Backfile | 1966

Structural grouts

Domone, P. L. ;Jefferis, S. A. ;Domone, Peter L. J. | UB Braunschweig | 1994