EXPERIENCE WITH A NEW HIGH PRESSURE SELF BORING PRESSUREMETER IN WEAK ROCK: PART 2

This paper describes the results of in situ testing of weathered or partially weathered keuper marl with a nearly developed high pressure self boring pressuremeter (rsbp). The first part of the paper was published in ground engineering for August 1988. The new pressuremeter tests were carried out at 4 boreholes at West burton, near East retford, to depths of up to 50 m below ground level, approximately 40 m into the keuper marl. Results are given for: a) in situ total horizontal stress in grades a, b and C material; b) reload shear modulus measured in 3 boreholes; results are given for materials in grades a, b, c and d; C) undrained shear strength, measured in 3 boreholes for grades a, b and c material. Main conclusions are: i) that the rsbp provided data from a site where laboratory tests and pressuremeter tests in pre-formed test pockets were unsatisfactory; II) the rsbp permits assessment or in situ total horizontal stress, which has not been done before in keuper marl; III) the thin stiff membrane facilitates assessment of the response of the rock; and IV) the strengths measured by the new pressuremeter are considerably greater than the undrained shear strength values from laboratory triaxial tests, though they are lower by a factor of 3 than the high pressure dilatometer (hpd) derived values.

  • Availability:
  • Corporate Authors:

    Thomas Telford Limited

    London,   United Kingdom 
  • Authors:
    • CLARKE, B G
    • Newman, R L
    • Allan, P G
  • Publication Date: 1989-9

Language

  • English

Media Info

  • Pagination: p. 45-52
  • Serial:
    • GROUND ENGINEERING
    • Volume: 22
    • Issue Number: 6
    • Publisher: EMAP CONSTRUCT LIMITED
    • ISSN: 0017-4653

Subject/Index Terms

Filing Info

  • Accession Number: 00498791
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Sep 30 1990 12:00AM