Use of airborne resistivity surveys for gravel location

Use of airborne resistivity surveys for gravel location

24A ?0~ ARCHIBALD, GM Development of guides to mineralization using comfier and geological techniques. 2F. CAN.MIN. J.Vg~, I~, 1973, P93 • 2O2 YU;TR ...

130KB Sizes 67 Downloads 138 Views

24A

?0~ ARCHIBALD, GM Development of guides to mineralization using comfier and geological techniques. 2F. CAN.MIN. J.Vg~, I~, 1973, P93 • 2O2 YU;TR MCGILL UNIV. MONTREAL, CDN TELFORD, WM MCGILL UNTV.MONTREAL, CDN Digital meter for resistivity measures.-For use in conjunction with shallow seismic surveys of subsurface layer structures. 7F,3R. CAN.MIN. j.vg~, N8,1973, PS2-33.

Planning, gaotechnical and structural mapping 203 WESB, GW UNIV.MASSACHUSETTS, AMHERST, USA Salt structures east of Nova Scotia. Co::feremee.gF,30R. EARTH S C I E ~ S Y M P O S ~ ON OFFSHORE EASTERN CANADA. GEOL. SURV. CAN. PAPER 71"23, I~73,PI~7"218. Air-gun seismic reflection profiles across the Laurentian C h a ~ and the ScOtian S~elf west of it have been oB%m/msd to further clarify the fold and fault structures of the area. The freqmem~y of disturbances on the seismic records indicates that one or mc~e maJar salt ~asins u~lerlle the shelves, slopes and rise east of Nova Scotia. The results of the seismic s~rvey and the i~erpre~atlon of continuous seismic records are discussed. HUBT, RE J.S. WARD ASSOC.CALDWELL, NJ.USA Roumd Rock, Texas new town. Geologic l~oblems and engineering solutions. ~r. BULL. ASSOC .ER~.GEGL.VIO, N3,1973, P231" 2~2.

Core recovery, logging, probing, boring and sampling See also abstract: 31. 2O5 CKAN, ST U ~ . TORO]~fO,O~TARIO, CDN Device for e~ting varved soil samples. Technical note. 4F, 2R. CANAD. GEOTECH. J .vg,R~, 1972, P ~ - 501. A device was ~ e s i g ~ a ~ manufactured for cutting a ~.~-in. (ll.4-cm) d i ~ varved soil sample Into a 2.5-in. (6.4-cm) cubical sample for directional permeability measurements. The chief requirement was to l~Oduce cut surfaces in a layered soil which were unsmeared anf u x ~ o r n . T h e design was based on three requireme~N;s: (I) c o ~ f i ~ n t s of the soil during the cutting ~ocess, (2) movement of the cutting wire in the direction parallel to the soil layers and (3) small longitudinal vibratory movements of the cutting wire.Auth. MYUNG, Jl

SEIS40GRAPH S~V. CORP. TDISA, OKLA, USA

BALTOS.S~R,1~

SEISMOGRAPH SERV. CORP. TULSA, OKLA. USA Fract~e evaluation by the ~ e h o l e log~ir~ me~hod. Symposi1~m. In Stability of rock slopes. 17F, IIR. 13TH SYMP(ASIi~ ON ROCK MECHANICS A S C E , ~ lq3~K~

lg.~%~l-%.

Two acoustical logging devices, the Seisviewer and 3-D Velocity systems can be successfully used in fracture evaluation. The dip and strike of fractures as de~med from the Seimriewer log can be satisfactorily correlated with the core samples from the same hole while the 3-D Velocity log will assist in identifyir~ the fracture as we~l as ~oviding reliable irfo~mation on the elastic propertle~ of the rocks. Experimental data regarding the attenuation of smplltude of both the compresslonal and shear waves across fractures seems to compare satisfactorily with the field results

obtained by 3-D Velocity log and Seisvie~er systems. The hole-to-hole technique with the 3-D Velocity system can be used to investigate fracture planes which are not penetrated by the b~rehole. Selsviewer and 3-D Velocit~ logs will provide "in-situ" informstlon regarding the fractures and the elastic l~'opertles of rocks in slope stability studies as well as other design l~oblems involved wlth subsurface engineerir~. Auth. 207 WOODS, PJ CI.EVE~AHD POTASH LTD.LOPI~JS,YORKS.GB Potash exploration in Yorkshire. Boulby m~ne pilot borehole. 2F, ST, 28R. TRANS. INSTN.MIN.METALL. SECT. B,V82, ~Ol, 1973, P9~i06. The techniques used in drilling a pilot bcrehole on the slte of one of two shafts of Cleveland Potash Ltd. Old Boulby mine in order to determine the nharacteristics of the overburden a~d its hydrology, are described stud discussed. The llthology and stratigraphy are shown graphlc~lly. SAYLES, FL WOODS HOLF OCEAN. INS2.MASS.U~ WILSON, TR WOODs HOLE OCEAN. INST. M~SS. USA H~4E, DN MIT. CAMBRIDGE, MASSACHUSEI~S, UC~ In-situ sampler for marine sedimentary pore w~ters. Evidence for potassium depletion and calci~ enrichment. 2F, 17R. S01ENCE,VI81,~09~, 1973, P15~-156. A device for sampling %he interstitial waters of deep-sea sediments ia-situ has been developed and tested. The s~mgler collects a series of samples over a depth of i. 5 meters in the sediment and thus makes possible the sccurate delineation of chemical gradients existing ~n ~ne pore waters. Results of ss~mpling ur~ertaken in the North Atlantic are presented. Significant ~Ccedients of potassium cation, and calcium dicatio~ were fo~_nd, and betWeeN Ireland and Cape Cod the interstitial solutions were characterized by potasslum depletion and calcium enrichment.

Photographic techniques 209 WALTON, G I M ~ .COLL. SCI.TECHNOL. LONDON, GB ROSS- BR~#N, DM I M ~ . COLL. SCI. TECHNOL. LONDON, GB An engimeerlng geolo~cal investigation at the Hilton mine. Report. 9F,2T,12R. IMP. COLL. I ~ MECH.RES. REp. N125,1973, 25p. A brief i n v ~ t ~ a t l o n into the stability of a foot~all sl0pe on an iron ore mine in C s ~ a is described. P h o t m g r a ~ r l c techniquss were used to assist in the routine mapping and back-analysis of a prevlousfailure. The results of the i~ves~igation and the role of the e~gi~erl~Ig geologist when ~lwislmg on such slope problems are discussed. Auth.

210 CULLEY, RW SAS~C}SW~AN D~PT. HIGHWAYS, CDN Use of airborne resistivity surveys ~c~ grave~ location. 5F..BT,3R. CAN. INST.MIN.M%TALL.BULL.V66, N733,1973, P70-7%. 211 LAROC Q~/E,GE ~4R, OI~AWA, ONT. CDN KAPELLER, F ~t~, O~AWA, ONT. CDN COATES, DF ~)4R,OTTAWA, ONT. CDN Seismic measurements sand borehole photogral~llc observst ion. 5F, IR. CAN. MIN. J.Vg~, NB, 1973, ~ - ~ 5 . Zones of..redfaced seismic velocity h~ve been found to exist in the upper POrtion of open-plt be~hes~ Fnotographs nave indicated that these are fracture Z~S

o