False bedrock in glacial drift. 2F, 2R

False bedrock in glacial drift. 2F, 2R

34A Core recovery, logging, probing, boring and sampling Presentation and interpretation of data 323 ARCHIMBAUD, C BRGM, ORLEANS, F Evaluation Of t...

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34A

Core recovery, logging, probing, boring and sampling

Presentation and interpretation of data

323 ARCHIMBAUD, C BRGM, ORLEANS, F Evaluation Of the properties Of a rock deposit. In

French.8F,iT, 8R.

See also abstract:

PROC.2ND INT.CONGRESS, IAEG,SAO PAULO,PAP~ IV-18,VI, 1974,12P • A metbx~ is developed for determining the Properties of a rock deposit by using a wagon-drill. Examination of cuttlngs and dust, recording of the dri~Ing bit speed, Probes for natural radioactivity and crossed rocks resistivity ere used.

327 GHISTE, S INST .REINE ASTRID,MONS,B Creation Of a Geotechnical Data Bank. In French. IF,gR. PROC.2ND INT.CONGRESS IAEG,SAO PAUID,PAP~ III-14, Vl, 1974,9P.

324

328

DOIAR.MANTUANI, L PUNHANI,AL Evaluation of adequate sampling in petrographic deterruination Of the quality of carbonate rocks. IF,3T, SR. PROC.2ND INT.CONGRESS,IAEG,SAO PAULO,PAP~ IV-5,VI, 1974,10P. Techniques taken from statistical sampling theory measuring rePresentative sample sizes and the student's t-test for com~erlng sample types were a~plied to acid insoluble residue data for argillaceous 11mestones. The results ere Presented and discussed.

ESTEVA,L Geology and probability in the assessment of seismic risk. IF,3T, 21R. FROC.2ND INT.CONGRESS IAEG, SAO PAULO,PAP~ II-PC-2,VI,

325 HARRISON, SS AT T~GHANY COLLEGE, P~X~N,USA TOPP, LM ~T T~GHANY COLLEGE, P~TN, USA False bedrock in glacial drift. 2F,2R. BULL.ASS. ENGNG GEOL.VI2, N~, 1975, P323-325. A large tabular mass of sandstone was discovered within a 30 metre thick drift deposit. The sandstone layer was interpreted as an erratic on the basis of driller's reports suggestiz~ t h e sandstone was underlain by drift material. Recognition of such erratics has direct bearLug on the design of reliable foundations.

Geophysical techniques 326 ACEVI~X),PM UNIV .CHILE, SANTIAGO, C AVENDANO, I~ UNIV. CHILE, SANTIAGO, C Determination of soil Properties for site evaluation and dynamic analysis in Santiago. IF,3T,10R. PROC.2ND INT.CONGRESS IAEG,SAO PAULO,PAP~ II-I,VI,

1974, 5P. The correlation of geophysical measurements with geology and geotechnology is briefly discussed, with special reference to the region Of Chile, in a seismic area with gravel soils.

317.

1974, I~P.

Subjects peripheral to geomechanics 329 ROEGI~S,JL UNIV CALIF.LOS ~ , U S A BROWN,I~ UNIV CALF.LOS ALAMOS,USA Geothermal energy. A new application of rock mechanics

7F,IT, LIR. PROC.3RD CONGRESS I S R M , D ~ V ~ 1974,V2,PART A,P674-680. 330 ROEGI~S, JC UNIV.cALIF.LOS AIAMOS, USA POTT~,RM UNIV .CALIF.LOS ALAMDS,USA On the possibility of extracting e~ergy from dry rocks by means of h~draulic fracturing. In French. PROC.2ND INT.CONGRESS IAEG, SAO PADIO,PAP~ III-38,VI , 1974, lOP.

Petroleum engineering See abstracts:

222, 266.