In situ strength measurements of weak rocks

Research output: Contribution to journalArticle

Abstract

The need to obtain more reliable data arose during investigations for the Arizona superconducting super collider proposal. Estimates of strength for tunnel and cut design obtained from disturbed and reconstituted samples were obviously too low, as were previous estimates from back analysis. Estimates based on refraction seismology, while intuitively sound, involved many assumptions and required validation from field or laboratory strength measurements. This note discusses the application of plate load tests. Because of the high strength of the fanglomerates, large reaction loads were required to induce failure. Interpretation of the results of these tests provides an interesting example of the different failure models needed in rock and soils mechanics as welll as the necessary data to correlate with seismic measurements.

Original languageEnglish (US)
Pages (from-to)1424-1429
Number of pages6
JournalJournal of Geotechnical Engineering
Volume117
Issue number9
StatePublished - Sep 1991

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weak rock
Rocks
Seismology
Soil mechanics
Rock mechanics
back analysis
soil mechanics
Colliding beam accelerators
rock mechanics
seismology
Refraction
refraction
Tunnels
tunnel
Acoustic waves
in situ
test
laboratory

ASJC Scopus subject areas

  • Engineering(all)

Cite this

In situ strength measurements of weak rocks. / Poulton, Mary M; Sternberg, Ben K; Farmer, Ian W.

In: Journal of Geotechnical Engineering, Vol. 117, No. 9, 09.1991, p. 1424-1429.

Research output: Contribution to journalArticle

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