DEFORMATION OF FRESH CEMENT MORTAR CAUSED BY COMPRESSION

UEBER DAS VERFORMUNGSVERHALTEN JUNGEN ZEMENTMOERTELS BEI DRUCKBEANSSPRUCHUNG.

FRESH CEMENT MORTARS ARE COMPOSED OF SEVERAL PHASES. IF THEY HAVE REACHED A SATISFACTORY DEGREE OF COMPACTION, THEY CAN BE CONSIDERED DURING SETTING AS TWO-PHASE SYSTEMS, THE SOLID ONE. HYDRATION, WHICH TAKES PLACE CONTINUOUSLY SINCE THE BEGINNING OF MIXING, CONSTANTLY MODIFIES THE LIQUID PHASE THROUGH THE CHEMICAL BOND WITH THE WATER. THE STABILITY OF A FULLY COMPACTED CYLINDRICAL SAMPLE IS DUE TO THE FRICTION OF THE GRAINS, THE CAPILLARY TENSION AT THE SURFACE OF THE SAMPLE, AND, TO A SMALLER EXTENT, COHESION. THIS IS WHY ITS BEHAVIOUR IS SIMILAR TO THAT OF A SAMPLE COMPOSED OF ROLLED GRAINS AND WET BINDING PARTICLES. A COMPARISON BETWEEN THE RESULTS OF TESTS ON MORTAN 205 TO 380 MINUTES OLD AND PREVIOUS TESTS SHOWED THAT: CYLINDRICAL SAND AND FRESH MORTAR SAMPLES HAVE THE SAME STRESS- DEFORMATION BEHAVIOUR DURING TRIAXIAL TESTS. THE CURVES SHOW A CONCAVE CURVATURE IN THE RELATION TO THE AXIS OF DEFORMATION. THIS ARTICLE WAS TRANSLATED INTO FRENCH: T.71. 12 BY CERIB, BP 42, 28-EPERNON.

  • Corporate Authors:

    Bauverlag GmbH

    Wittelbacherstrasse 10
    6200 Wiesbaden,   Germany 
  • Authors:
    • Plank, A
  • Publication Date: 1971-12

Language

  • German

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00081677
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Feb 27 1975 12:00AM