- Email: [email protected]
Stereophotogrammetric techniques of studying landslides. In Russian
84A
paper by W.J. Turnbull and C.I. Mansur, J. Soil Mech. Found. Div. ASCE,V99,SMI1,Nov.1973.1R. J. GEOTECH .ENGNG DIV .ASCE, V100, N .GT10,OCT .1974, Pl165-1167.
Photographic techniques See also abstract: 724,
797 KRUTOV,VE GALITSKII,VG MUSA ELIAN, AA Compaction of settling soils. In Russian. Textbook.63R. MOSCOW. STROIIZDAT, 1974,207P.
Pre-loading and soil replacement
802 BARANOWSKI, M Use of photogran~netry in underground surveying. FRZEGL.GORN .V30, Nll,NOV.1974, P571- 577. Three methods for surveying narrow openings are cribed. These are: single views; standard pair scopic pictures; and opposite view. Apparatus, of ascuracy end range of methods are described.
In Polish. desof stereodetails
8o3 798 AITKEN, GW Reduction of frost heave by surcharge stress.Report.lOR. US ARMY C.R.R.E.L.REPORT, AD 785 505,TRI8h,AUG.1974,2hP.
G E ~ , RH Stereophotogra~metric techniques of of studying landslides. In Russian. hR. VSESOI .NAUCH. ISSLED. INST. GIDROGEOL. INZH~ .GEOL. TRUDY.TA 705 .P68,V35,1971, P76-82.
8o~
Site investigation and field observation Planning, geotechnical and structural mapping
R~INES,GL COLORADO SCHOOL MINES,USA LEE, K COLORADO SCHOOL MINES,USA In-situ rock reflectance.lOF,4T, 5R. PHOTOGRAM.ENGNG AND R~4OTE S~SING,V41,N2,FEB.1975, P189-198. This paper stmmmrizes and gives a statistical model of sedimentary rock reflectance data measured in sltu. The data consists of more than 8,600 measurements along the front range of Colorado.
Geophysical techniques 8o5
80o
STAHL, EL Detection and delineation of faults by surface resistivity measurements. Schwartzwalder mine, Jefferson County, Colorado. Report. 15F. US BUR.MINES, RI 7975,197h,27P. Comprehensive field tests were made to determine whether surface geophysical techniques could be used to detect and delineate faults in uranium deposits. The tests included seismic refraction, magnetometer, electrical resistivity, airborne infrared thermal scasmlug, and airborne photography. The method of horizontal resistlvit~ profiling with electrode spacings in the range of lO to 15 feet was most diagnostic of faults, and is quick, inexpensive end easily used.
OST~"RBERG, J0 NORTHWEST~N UNIV. EVANSTON, ILL .USA An improved hydraulic piston sampler .Conference.Session one .2F,6R. PROC .EIGHTH INT.CONF .ON SOIL MECH .FOUND.ENGNG,MOSCOW, 1974,V1.2,197h, P317-321.
Subjects peripheral to
799 HODGES, DJ Calibration and testing of electro-optlcal distance measuring instm~ments. UNIV .NOTTINGHAM MIN.DEPT.MAG.V26,1974,P52-63. The parameters affecting the accuracy of the instrument and the factors to be taken into consideration when conducting evaluation tests are discussed.
Core recovery, logging, probing, boring and sampling
801 WROTH, CP UNIV. CAMBRIDGE, GB HUGHES, JM UN IV .CAMBRIDGE, GB An instrnment for the in-situ measurement of the properties of soft cl~ys. Conference. Session one.12F,llR. PROC.EIGHTH INT.CONF.ON SOIL MECH.FOUND.~NGNG,MOSCOW, 1974,Vi. 2,1974, Ph87-494. The instrumemt described in this paper measures the lateral stress, the undrained stress-strain properties and the peak stress ratio of soft clays in drained conditlons. It consists of a long hollow cylinder of 39~mn diameter which can be drilled into the ground with minin~m disturbance. The cylinder comprises a special cutting head, load cells and a pressuremeter. The use of the instrument end the interpretation of test results 8re dis eus s ed.
rock mechanics See also abstract: 661.
8o6 A~tHTAR, S Study of water-mineral interface with internal reflection spectroscopy .Report .13F. US BUR.MINES,OP~ FILE REPORT OFR 47-74,SEPT.1973, 31P.
paper by W.J. Turnbull and C.I. Mansur, J. Soil Mech. Found. Div. ASCE,V99,SMI1,Nov.1973.1R. J. GEOTECH .ENGNG DIV .ASCE, V100, N .GT10,OCT .1974, Pl165-1167.
Photographic techniques See also abstract: 724,
797 KRUTOV,VE GALITSKII,VG MUSA ELIAN, AA Compaction of settling soils. In Russian. Textbook.63R. MOSCOW. STROIIZDAT, 1974,207P.
Pre-loading and soil replacement
802 BARANOWSKI, M Use of photogran~netry in underground surveying. FRZEGL.GORN .V30, Nll,NOV.1974, P571- 577. Three methods for surveying narrow openings are cribed. These are: single views; standard pair scopic pictures; and opposite view. Apparatus, of ascuracy end range of methods are described.
In Polish. desof stereodetails
8o3 798 AITKEN, GW Reduction of frost heave by surcharge stress.Report.lOR. US ARMY C.R.R.E.L.REPORT, AD 785 505,TRI8h,AUG.1974,2hP.
G E ~ , RH Stereophotogra~metric techniques of of studying landslides. In Russian. hR. VSESOI .NAUCH. ISSLED. INST. GIDROGEOL. INZH~ .GEOL. TRUDY.TA 705 .P68,V35,1971, P76-82.
8o~
Site investigation and field observation Planning, geotechnical and structural mapping
R~INES,GL COLORADO SCHOOL MINES,USA LEE, K COLORADO SCHOOL MINES,USA In-situ rock reflectance.lOF,4T, 5R. PHOTOGRAM.ENGNG AND R~4OTE S~SING,V41,N2,FEB.1975, P189-198. This paper stmmmrizes and gives a statistical model of sedimentary rock reflectance data measured in sltu. The data consists of more than 8,600 measurements along the front range of Colorado.
Geophysical techniques 8o5
80o
STAHL, EL Detection and delineation of faults by surface resistivity measurements. Schwartzwalder mine, Jefferson County, Colorado. Report. 15F. US BUR.MINES, RI 7975,197h,27P. Comprehensive field tests were made to determine whether surface geophysical techniques could be used to detect and delineate faults in uranium deposits. The tests included seismic refraction, magnetometer, electrical resistivity, airborne infrared thermal scasmlug, and airborne photography. The method of horizontal resistlvit~ profiling with electrode spacings in the range of lO to 15 feet was most diagnostic of faults, and is quick, inexpensive end easily used.
OST~"RBERG, J0 NORTHWEST~N UNIV. EVANSTON, ILL .USA An improved hydraulic piston sampler .Conference.Session one .2F,6R. PROC .EIGHTH INT.CONF .ON SOIL MECH .FOUND.ENGNG,MOSCOW, 1974,V1.2,197h, P317-321.
Subjects peripheral to
799 HODGES, DJ Calibration and testing of electro-optlcal distance measuring instm~ments. UNIV .NOTTINGHAM MIN.DEPT.MAG.V26,1974,P52-63. The parameters affecting the accuracy of the instrument and the factors to be taken into consideration when conducting evaluation tests are discussed.
Core recovery, logging, probing, boring and sampling
801 WROTH, CP UNIV. CAMBRIDGE, GB HUGHES, JM UN IV .CAMBRIDGE, GB An instrnment for the in-situ measurement of the properties of soft cl~ys. Conference. Session one.12F,llR. PROC.EIGHTH INT.CONF.ON SOIL MECH.FOUND.~NGNG,MOSCOW, 1974,Vi. 2,1974, Ph87-494. The instrumemt described in this paper measures the lateral stress, the undrained stress-strain properties and the peak stress ratio of soft clays in drained conditlons. It consists of a long hollow cylinder of 39~mn diameter which can be drilled into the ground with minin~m disturbance. The cylinder comprises a special cutting head, load cells and a pressuremeter. The use of the instrument end the interpretation of test results 8re dis eus s ed.
rock mechanics See also abstract: 661.
8o6 A~tHTAR, S Study of water-mineral interface with internal reflection spectroscopy .Report .13F. US BUR.MINES,OP~ FILE REPORT OFR 47-74,SEPT.1973, 31P.