DEFORMABILITY OF CONCRETE

DEFORMATSIONNYE SVOJSTVA NABRYZG-BETONA

This article deals with variations in the mechanical strength and modulus of elasticity of shotcrete as a function of the quality of the aggregates used and laying conditions. Two types of cement and different granular compositions were studied. Laying was carried out in one or several layers. Cube strength and modulus were measured with standard test procedures. The results, presented in the form of graphs led to practical conclusions. (TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/05361028
• Corporate Authors:

  Universite de Sverdlovsk

  Sverdlovsk,   USSR 
• Authors:
  • Atmanskikh, S A
  • Rubtsov, V A
  • Shchukin, A S
  • Belaev, S G
• Publication Date: 1975

Language

• Russian

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 22-24
• Serial:
  • Isvestiia Uysshikh Ucheh Zaved, Gornyi Zhurnal
  • Issue Number: 8
  • Publisher: Universite de Sverdlovsk
  • ISSN: 0536-1028

Subject/Index Terms

• TRT Terms: Aggregates; Concrete; Deformation; Mix design; Modulus of elasticity; Quality control; Shotcrete; Strength of materials; Tunnel lining
• Uncontrolled Terms: Laying; Quality
• ITRD Terms: 4755: Concrete; 3623: Laying; 4714: Mix design; 5919: Modulus of elasticity; 4730: Shotcrete; 5544: Strength (mater); 3385: Tunnel lining
• Subject Areas: Geotechnology; Highways; Materials; Planning and Forecasting; I32: Concrete; I72: Traffic and Transport Planning;

Filing Info

• Accession Number: 00302841
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Jan 15 1980 12:00AM