Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method used in Sweden for construction of porous concrete tennis courts that are dry and suitable for play within 30 min of heavy rainfall; bearing slabs for courts consist of 4-in. layer of cement-bound macadam mix; load-bearing slab can be laid directly over subbase if soil is either sandy or gravelly; clay subsoil is covered with 2 to 4-in. layer of sand or gravel, compacted to grade; topping for court consists of 1 1/4 to 2 in. thick layer of cement-bound aggregate.
Method used in Sweden for construction of porous concrete tennis courts that are dry and suitable for play within 30 min of heavy rainfall; bearing slabs for courts consist of 4-in. layer of cement-bound macadam mix; load-bearing slab can be laid directly over subbase if soil is either sandy or gravelly; clay subsoil is covered with 2 to 4-in. layer of sand or gravel, compacted to grade; topping for court consists of 1 1/4 to 2 in. thick layer of cement-bound aggregate.
Quick drying tennis courts
Concrete Construction
Paulsson, C. (Autor:in)
1968
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
The structure of tennis courts
Engineering Index Backfile | 1928
|Specifications for concrete tennis courts
Engineering Index Backfile | 1930
Care and maintenance of tennis-courts
Engineering Index Backfile | 1931
Relieving the Stress on Tennis Courts
Online Contents | 1993
|