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Artificially induced seismicity and associated ground motions. 14F, 27R
33A
techniques
314 FALKDWSKI~ E WARSAW UNIV.PL SZUMANSKI, A WARSAW UNIV .PL Problems of the engimeerlng.geological mapping of the valley floors Of lowland rivers under federate climatic conditions. 5F,16R. FROC.2ND INT.CONGRESS, IAEG, SAD PAUL0,PAP~ III-34,VI, 1974,9P.
Soil stabilisation
315
See also abstract: 296.
,C GEOTECN. SPA, PESARO, I PI~I,M GEOTECN.SPA, PESARO, I A mapping proJect of the Italian mountaim range area. IF,SR. PROC.2ND INT.CONGRESS, IAEG, SAO PAULO,PAP~ III-39,VI,1974, 5P.
Rock and soil improvement
309 GONCHABOVA, LV MOSCOW STATE UNIV.SU KIPRINA, GA MOSCOW STATE UNIV.SU B ARANOVA~VI MOSCOW STATE UNIV.SU A study of strengthening processes in dispersed soils stabilized with fly ashes of thermal POwer stations. 3F,IT. PROC.2ND LNT.CONGRESS, IAEG~SAO PAULO,PAPER IV-22,VI, 1974,8P.
Site investigation and field observation 310 THOMAS ,A ECOLE NAT. SUP.GEOL.NANCY,F MATJRT, JL C .R.PEIR. GEOCHIM, NANCY, F DE BEAUCOU~T, F An analytical method for localizing structural dis. continuities in a rock mass. In French. 8F,~R. PROC.3RD CONGRESS ISRM, D ~ 1974,V2,PABT A, P625-630. A method whereby tension or sheer fractures end faults, w i t h o r w i t h o u t s l i d i n g o n a c a l c e r e o u s p l a n e may b e d e t e c t e d whe~ t h e y e r e h i d d e n b y a r e c e n t c o v e r i n g i s described.
Planning, geotechnical and structural mapping
316 PAGANELLI,F UNIV .BARI, I SF~hRAZZO, G UNIV .BARI, I An example of the use of geologM in regional planning in the M~lise region. In French. 5F,2T. FROC,2ND INT.CONGRESS IAEG, SAO PAULO,PAP~ III-29,VI, 1974,10P. The use of water resource sna~sis in regional planning is examined. 317 BRUMLEY, JC An engineering geologic -~pping system for the central business district of Melbourne, Australla. 5F, IT, gR. BULL .ASS. ~3NG. G~0L .VI2, N4,1975, I>235-249. The development of an engineerlng geologic mapping system is presemted. The stratigraphic sequence of the area is mapped at a scale of 1:5000 by a method which allows the stratigraphic sequence at any location to be determined directly from the map. The ma~plng system involves a progressive development from the basic geologic end strati. graphic sequence maps to general data and special purpose ~ps. 3i8 RAJU, KC KR ISHNASWAMY, VS JANA,B Methodology s~d utility of gectechuical maps In the urban p l a ~ end develolxaent of the Twlm-City capital of Hyderabad-Secuuderabad, Andhra Pradesh, India.4F,2T,4R. PROC.2ND INT.CONGRESS IAEG, SAO PAUID,PAP~ III-35 , VI, 1974, lOP.
See also abstract: 299. 311 THOMAS,A Dynamic method for mapping of gectechnical information. In French. IF,fIR. PROC. 2ND CONGRESS, IAEG, SAD PAUIO, PAPES III-12,VI, 1974, 8P. A new system for s~tomatic treatmemt end mapping is discussed. From a ms@~etic data set, memy statistical end geost~tistical processes rosy be cs~ried out and geological maps and profiles, risk maps, synthetical maps be d r ~ quickly by using the logical principles of mapping without uncontrolled subjective errors. 312 ANTOINE, P UNIV .GRE~OBLE,F CASIRO,R UNIV .GR~OBLE, F Trials of a simplified method of geotechnical mapping. In Frerch. 2F,4R. PROC.2ND INT.CONGRESS, IAEG,SAO PAUL0,PAP~ III-17,VI, 1974,8P.
319 SH~IF,MA ISH]BASHI, I BOSTRGM, RC Microzonation in relation to engineering soil properties. 5F, IIR. PROC.2ND INT.CONGRESS IAEG,SAO PAUID, P A P ~ II-3,VI, 1974,11P. 320 GRANT,K A systemmtic approach to mapping engineering geolc~.SR. PROC.2ND INT.CONGRESS IAEG, SAO PAULO, P A ~ III-PC.2,VI, 1974, 9P. 321 EDTLOV,FV Modern problems of engineering geology in connection with the construction and reconstruction of cibies. PR0C.2ND INT.CoNGRESS IAEG, SAD PAULO, P A P ~ III.PC.3,VI , 1974,10P.
313 T~.ST~ANIAN, G ~ . A C A D . SC I .YEREVAN, SU Some consideraticms on engineering geological mapping .2T. PROC.2ND INT.CONGRESS, IAEG, SAO PAULO,PAPER III-31,VI, 1974,3P.
322 GO~ODKOVSKAJA, GA D~IDIUK, M SHAUMIAN, LV Geclogi~al-emgineerimg ms~s of co~Inerclalmlnerals deposits 3F,2R. PA0C.2ND INT.CONGRESS YAEG,SAO PADIO,PAPE~ III-25,VI,1974, lOP.
techniques
314 FALKDWSKI~ E WARSAW UNIV.PL SZUMANSKI, A WARSAW UNIV .PL Problems of the engimeerlng.geological mapping of the valley floors Of lowland rivers under federate climatic conditions. 5F,16R. FROC.2ND INT.CONGRESS, IAEG, SAD PAUL0,PAP~ III-34,VI, 1974,9P.
Soil stabilisation
315
See also abstract: 296.
,C GEOTECN. SPA, PESARO, I PI~I,M GEOTECN.SPA, PESARO, I A mapping proJect of the Italian mountaim range area. IF,SR. PROC.2ND INT.CONGRESS, IAEG, SAO PAULO,PAP~ III-39,VI,1974, 5P.
Rock and soil improvement
309 GONCHABOVA, LV MOSCOW STATE UNIV.SU KIPRINA, GA MOSCOW STATE UNIV.SU B ARANOVA~VI MOSCOW STATE UNIV.SU A study of strengthening processes in dispersed soils stabilized with fly ashes of thermal POwer stations. 3F,IT. PROC.2ND LNT.CONGRESS, IAEG~SAO PAULO,PAPER IV-22,VI, 1974,8P.
Site investigation and field observation 310 THOMAS ,A ECOLE NAT. SUP.GEOL.NANCY,F MATJRT, JL C .R.PEIR. GEOCHIM, NANCY, F DE BEAUCOU~T, F An analytical method for localizing structural dis. continuities in a rock mass. In French. 8F,~R. PROC.3RD CONGRESS ISRM, D ~ 1974,V2,PABT A, P625-630. A method whereby tension or sheer fractures end faults, w i t h o r w i t h o u t s l i d i n g o n a c a l c e r e o u s p l a n e may b e d e t e c t e d whe~ t h e y e r e h i d d e n b y a r e c e n t c o v e r i n g i s described.
Planning, geotechnical and structural mapping
316 PAGANELLI,F UNIV .BARI, I SF~hRAZZO, G UNIV .BARI, I An example of the use of geologM in regional planning in the M~lise region. In French. 5F,2T. FROC,2ND INT.CONGRESS IAEG, SAO PAULO,PAP~ III-29,VI, 1974,10P. The use of water resource sna~sis in regional planning is examined. 317 BRUMLEY, JC An engineering geologic -~pping system for the central business district of Melbourne, Australla. 5F, IT, gR. BULL .ASS. ~3NG. G~0L .VI2, N4,1975, I>235-249. The development of an engineerlng geologic mapping system is presemted. The stratigraphic sequence of the area is mapped at a scale of 1:5000 by a method which allows the stratigraphic sequence at any location to be determined directly from the map. The ma~plng system involves a progressive development from the basic geologic end strati. graphic sequence maps to general data and special purpose ~ps. 3i8 RAJU, KC KR ISHNASWAMY, VS JANA,B Methodology s~d utility of gectechuical maps In the urban p l a ~ end develolxaent of the Twlm-City capital of Hyderabad-Secuuderabad, Andhra Pradesh, India.4F,2T,4R. PROC.2ND INT.CONGRESS IAEG, SAO PAUID,PAP~ III-35 , VI, 1974, lOP.
See also abstract: 299. 311 THOMAS,A Dynamic method for mapping of gectechnical information. In French. IF,fIR. PROC. 2ND CONGRESS, IAEG, SAD PAUIO, PAPES III-12,VI, 1974, 8P. A new system for s~tomatic treatmemt end mapping is discussed. From a ms@~etic data set, memy statistical end geost~tistical processes rosy be cs~ried out and geological maps and profiles, risk maps, synthetical maps be d r ~ quickly by using the logical principles of mapping without uncontrolled subjective errors. 312 ANTOINE, P UNIV .GRE~OBLE,F CASIRO,R UNIV .GR~OBLE, F Trials of a simplified method of geotechnical mapping. In Frerch. 2F,4R. PROC.2ND INT.CONGRESS, IAEG,SAO PAUL0,PAP~ III-17,VI, 1974,8P.
319 SH~IF,MA ISH]BASHI, I BOSTRGM, RC Microzonation in relation to engineering soil properties. 5F, IIR. PROC.2ND INT.CONGRESS IAEG,SAO PAUID, P A P ~ II-3,VI, 1974,11P. 320 GRANT,K A systemmtic approach to mapping engineering geolc~.SR. PROC.2ND INT.CONGRESS IAEG, SAO PAULO, P A ~ III-PC.2,VI, 1974, 9P. 321 EDTLOV,FV Modern problems of engineering geology in connection with the construction and reconstruction of cibies. PR0C.2ND INT.CoNGRESS IAEG, SAD PAULO, P A P ~ III.PC.3,VI , 1974,10P.
313 T~.ST~ANIAN, G ~ . A C A D . SC I .YEREVAN, SU Some consideraticms on engineering geological mapping .2T. PROC.2ND INT.CONGRESS, IAEG, SAO PAULO,PAPER III-31,VI, 1974,3P.
322 GO~ODKOVSKAJA, GA D~IDIUK, M SHAUMIAN, LV Geclogi~al-emgineerimg ms~s of co~Inerclalmlnerals deposits 3F,2R. PA0C.2ND INT.CONGRESS YAEG,SAO PADIO,PAPE~ III-25,VI,1974, lOP.