A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Grouting tunnel lining on aqueduct
Description of methods used at Delaware Aqueduct in placing grout after tunnel lining is in place; pressure grouting, which includes low pressure operation at pressures up to about 100 psi to fill voids around concrete lining, and high pressure grouting at pressures of 600 psi, has proven better and more economical practice than earlier placing methods. (see also Concrete and Constr Eng v 37 n 8 Aug 1942 p 308-10)
Grouting tunnel lining on aqueduct
Description of methods used at Delaware Aqueduct in placing grout after tunnel lining is in place; pressure grouting, which includes low pressure operation at pressures up to about 100 psi to fill voids around concrete lining, and high pressure grouting at pressures of 600 psi, has proven better and more economical practice than earlier placing methods. (see also Concrete and Constr Eng v 37 n 8 Aug 1942 p 308-10)
Grouting tunnel lining on aqueduct
Eng News-Rec
Engineering News-Record ; 128
1942
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Grouting tunnel lining on aqueduct
Engineering Index Backfile | 1942
Grouting tunnel lining on aqueduct
Engineering Index Backfile | 1943
Tunnel lining practice on Delaware aqueduct
| Engineering Index Backfile | 1941
Online Contents | 1998
Tunnel grouting in Brooklyn end of Catskill Aqueduct
| Engineering Index Backfile | 1916