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Core drill

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as the hole gets deeper. The core sample is carried by an inner tube locked in place in contact with the drilling head, To recover the core, the drive system is disconnected, opening the top of the uppermost drill rod. A tool called an overshot assembly is lowered at the end of a wire and pumped down the string with water pressure. When it reaches the sample tube, it locks onto the top, and using the retraction winch to apply tension to the wire unlocks the sample tube from the drill head and retracts it and the core sample within it to the open top end of the drill string, where it can be removed before returning the sample tube down the drill string to lock back onto the cutting head. This is particularly useful for drill holes more than 30 ft deep as otherwise the whole string of rods had to be removed to recover the core, then re-inserted to drill deeper, and repeated. Removing all the rods every 30 feet to recover the core was time consuming for deep holes required for mining and mineral exploration, some of which may be 1,000 ft deep or more. This method greatly reduced the time required to drill a hole, and thus its cost, which increased the use of drilling and decreased the use of shaft sinking as a means of mineral exploration. It is also quite useful if there is a high risk of the hole walls collapsing when the drill tube is retracted, so it is suitable for most soil types, and to depths of 1000 m. Several diameters are available.
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Wireline core drilling is a technique used to extract the core without having to retrieve the entire drill string of rods, which generally only needs to be retracted when the hole is finished or the drill bit must be replaced. Drill rod extensions are added at the top as required to extend the string
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Before the start of World War Two, John Branner Newsom, a California mining engineer, invented and patented a core drill that could take out large diameter cores (>5 ft.) up to 10 feet in length for mining shafts. This type of shaft-sinking drill is no longer in use as it was cumbersome, prone
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may be several hundred to several thousand feet in length. The core samples are recovered and examined by geologists for mineral percentages and stratigraphic contact points. This gives exploration companies the information necessary to begin or abandon mining operations in a particular area.
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is often referred to as a corer), or where drilling can be done more rapidly since much less material needs to be removed than with a standard bit. This is the reason that diamond-tipped core drills are commonly used in construction to create holes for pipes, manholes, and other large-diameter
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to jamming with cuttings, thus slow compared to conventional shaft sinking techniques, and only worked effectively in soft rock formations. Modern shaft-sinking technology accomplishes the same faster and at a much cheaper cost.
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Core drills come with several power choices including electric, pneumatic, and hydraulic (all of which require power sources, such as a generator).
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specifically designed to remove a cylinder of material, much like a
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Drill specifically designed to remove a cylinder of material
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The Handbook of Groundwater Engineering, Second Edition
236: 1444: 241:. Taylor & Francis. p. 7 in chapter 2. 53:The earliest core drills were those used by the 315: 329: 322: 308: 104: 195:"Diamond Core Bits vs Carbide Core Bits" 84: 18: 274: 237:Jacques W. Delleur (12 December 2010). 1445: 230: 303: 261: 46:Core drills used in metal are called 112: 1468:In situ geotechnical investigations 73:Core drills are used frequently in 13: 262:Boone, Andrew R. (December 1943). 14: 1479: 340:Offshore geotechnical engineering 631: 619: 607: 595: 583: 571: 557: 547: 530: 518: 506: 494: 482: 470: 448: 419: 407: 395: 383: 371: 116: 255: 209: 187: 1: 990:Mechanically stabilized earth 180: 742:Hydraulic conductivity tests 217:"Concrete Drilling Tutorial" 175:Exploration diamond drilling 7: 1458:Ancient Egyptian technology 1303:Stress distribution in soil 148: 10: 1484: 453:Pore pressure measurement 1360: 1315: 1214: 1206:Preconsolidation pressure 1178: 1169: 1142: 962: 911: 898: 813: 767: 758: 681: 601:Standard penetration test 359: 346: 337: 702:California bearing ratio 500:Rotary-pressure sounding 331:Geotechnical engineering 23:Truck-mounted core drill 1122:Geosynthetic clay liner 1097:Expanded clay aggregate 717:Proctor compaction test 658:Crosshole sonic logging 644:Nuclear densometer test 401:Geo-electrical sounding 264:"He Bores Bigger Holes" 1385:Earthquake engineering 1196:Lateral earth pressure 821:Hydraulic conductivity 672:Wave equation analysis 651:Exploration geophysics 543:Deformation monitoring 512:Rotary weight sounding 105:Wireline core drilling 94: 24: 563:Settlement recordings 488:Rock control drilling 389:Cone penetration test 88: 22: 1425:Agricultural science 1127:Cellular confinement 1463:Egyptian inventions 1453:Drilling technology 1317:Numerical analysis 1201:Overburden pressure 1191:Pore water pressure 971:Shoring structures 846:Reynolds' dilatancy 747:Water content tests 732:Triaxial shear test 692:Soil classification 665:Pile integrity test 161:for metal drilling) 75:mineral exploration 1292:Slab stabilisation 1272:Stability analysis 197:. 10 December 2012 95: 25: 1440: 1439: 1311: 1310: 1287:Sliding criterion 1249:Response spectrum 1165: 1164: 995:Pressure grouting 894: 893: 754: 753: 707:Direct shear test 413:Permeability test 282:"Wireline coring" 248:978-0-8493-4316-2 146: 145: 89:An oriented core 55:ancient Egyptians 1475: 1299:Bearing capacity 1186:Effective stress 1176: 1175: 1077:Land reclamation 1017:Land development 912:Natural features 909: 908: 876:Specific storage 765: 764: 697:Atterberg limits 635: 623: 611: 599: 587: 575: 561: 551: 536:Screw plate test 534: 522: 510: 498: 486: 474: 452: 423: 411: 399: 387: 375: 357: 356: 324: 317: 310: 301: 300: 294: 293: 291: 289: 278: 272: 271: 259: 253: 252: 234: 228: 227: 225: 223: 213: 207: 206: 204: 202: 191: 141: 138: 120: 113: 62:penetrations in 1483: 1482: 1478: 1477: 1476: 1474: 1473: 1472: 1443: 1442: 1441: 1436: 1415:Earth materials 1356: 1318: 1307: 1216: 1210: 1161: 1138: 1092:Earth structure 1087:Erosion control 985:Ground freezing 975:Retaining walls 958: 900: 890: 851:Angle of repose 809: 750: 684: 677: 676: 637:Visible bedrock 589:Simple sounding 577:Shear vane test 353:instrumentation 352: 350: 342: 333: 328: 298: 297: 287: 285: 280: 279: 275: 268:Popular Science 260: 256: 249: 235: 231: 221: 219: 215: 214: 210: 200: 198: 193: 192: 188: 183: 159:annular cutters 151: 142: 136: 133: 126:needs expansion 107: 48:annular cutters 17: 12: 11: 5: 1481: 1471: 1470: 1465: 1460: 1455: 1438: 1437: 1435: 1434: 1433: 1432: 1422: 1417: 1412: 1407: 1402: 1397: 1392: 1387: 1382: 1377: 1372: 1366: 1364: 1362:Related fields 1358: 1357: 1355: 1354: 1349: 1344: 1339: 1334: 1329: 1323: 1321: 1313: 1312: 1309: 1308: 1306: 1305: 1296: 1295: 1294: 1289: 1284: 1282:Classification 1279: 1274: 1263: 1262: 1261: 1256: 1254:Seismic hazard 1251: 1241: 1236: 1231: 1226: 1220: 1218: 1212: 1211: 1209: 1208: 1203: 1198: 1193: 1188: 1182: 1180: 1173: 1167: 1166: 1163: 1162: 1160: 1159: 1154: 1148: 1146: 1140: 1139: 1137: 1136: 1131: 1130: 1129: 1124: 1119: 1114: 1104: 1099: 1094: 1089: 1084: 1079: 1074: 1069: 1064: 1059: 1054: 1049: 1044: 1039: 1034: 1029: 1024: 1019: 1014: 1013: 1012: 1007: 1002: 997: 992: 987: 982: 977: 968: 966: 960: 959: 957: 956: 951: 946: 941: 936: 931: 926: 921: 915: 913: 906: 896: 895: 892: 891: 889: 888: 883: 881:Shear strength 878: 873: 868: 863: 858: 856:Friction angle 853: 848: 843: 838: 833: 828: 823: 817: 815: 811: 810: 808: 807: 802: 797: 792: 787: 782: 777: 771: 769: 762: 756: 755: 752: 751: 749: 744: 739: 737:Oedometer test 734: 729: 727:Sieve analysis 724: 719: 714: 709: 704: 699: 694: 689: 687: 679: 678: 675: 674: 668: 667: 661: 660: 654: 653: 647: 646: 640: 639: 628: 627: 616: 615: 613:Total sounding 604: 603: 592: 591: 580: 579: 568: 567: 566: 565: 555: 539: 538: 527: 526: 515: 514: 503: 502: 491: 490: 479: 478: 467: 466: 465: 464: 459: 445: 444: 443: 442: 437: 432: 416: 415: 404: 403: 392: 391: 380: 379: 368: 367: 365: 354: 344: 343: 338: 335: 334: 327: 326: 319: 312: 304: 296: 295: 284:. Parma, Italy 273: 254: 247: 229: 208: 185: 184: 182: 179: 178: 177: 172: 167: 165:Drilling fluid 162: 150: 147: 144: 143: 123: 121: 106: 103: 15: 9: 6: 4: 3: 2: 1480: 1469: 1466: 1464: 1461: 1459: 1456: 1454: 1451: 1450: 1448: 1431: 1428: 1427: 1426: 1423: 1421: 1418: 1416: 1413: 1411: 1408: 1406: 1403: 1401: 1398: 1396: 1393: 1391: 1390:Geomorphology 1388: 1386: 1383: 1381: 1378: 1376: 1373: 1371: 1368: 1367: 1365: 1363: 1359: 1353: 1350: 1348: 1345: 1343: 1340: 1338: 1335: 1333: 1330: 1328: 1325: 1324: 1322: 1320: 1314: 1304: 1300: 1297: 1293: 1290: 1288: 1285: 1283: 1280: 1278: 1275: 1273: 1270: 1269: 1267: 1264: 1260: 1257: 1255: 1252: 1250: 1247: 1246: 1245: 1242: 1240: 1237: 1235: 1234:Consolidation 1232: 1230: 1229:Frost heaving 1227: 1225: 1222: 1221: 1219: 1213: 1207: 1204: 1202: 1199: 1197: 1194: 1192: 1189: 1187: 1184: 1183: 1181: 1177: 1174: 1172: 1168: 1158: 1155: 1153: 1150: 1149: 1147: 1145: 1141: 1135: 1132: 1128: 1125: 1123: 1120: 1118: 1115: 1113: 1110: 1109: 1108: 1107:Geosynthetics 1105: 1103: 1102:Crushed stone 1100: 1098: 1095: 1093: 1090: 1088: 1085: 1083: 1080: 1078: 1075: 1073: 1070: 1068: 1065: 1063: 1060: 1058: 1057:Cut-and-cover 1055: 1053: 1050: 1048: 1045: 1043: 1040: 1038: 1035: 1033: 1030: 1028: 1025: 1023: 1020: 1018: 1015: 1011: 1008: 1006: 1003: 1001: 998: 996: 993: 991: 988: 986: 983: 981: 978: 976: 973: 972: 970: 969: 967: 965: 961: 955: 952: 950: 947: 945: 942: 940: 937: 935: 932: 930: 927: 925: 922: 920: 917: 916: 914: 910: 907: 904: 897: 887: 884: 882: 879: 877: 874: 872: 869: 867: 864: 862: 859: 857: 854: 852: 849: 847: 844: 842: 839: 837: 834: 832: 829: 827: 826:Water content 824: 822: 819: 818: 816: 812: 806: 803: 801: 798: 796: 793: 791: 788: 786: 783: 781: 778: 776: 773: 772: 770: 766: 763: 761: 757: 748: 745: 743: 740: 738: 735: 733: 730: 728: 725: 723: 720: 718: 715: 713: 710: 708: 705: 703: 700: 698: 695: 693: 690: 688: 686: 680: 673: 670: 669: 666: 663: 662: 659: 656: 655: 652: 649: 648: 645: 642: 641: 638: 634: 630: 629: 626: 622: 618: 617: 614: 610: 606: 605: 602: 598: 594: 593: 590: 586: 582: 581: 578: 574: 570: 569: 564: 560: 556: 554: 550: 546: 545: 544: 541: 540: 537: 533: 529: 528: 525: 524:Sample series 521: 517: 516: 513: 509: 505: 504: 501: 497: 493: 492: 489: 485: 481: 480: 477: 473: 469: 468: 463: 460: 458: 455: 454: 451: 447: 446: 441: 438: 436: 433: 431: 428: 427: 426: 422: 418: 417: 414: 410: 406: 405: 402: 398: 394: 393: 390: 386: 382: 381: 378: 374: 370: 369: 366: 363: 358: 355: 349: 348:Investigation 345: 341: 336: 332: 325: 320: 318: 313: 311: 306: 305: 302: 283: 277: 269: 265: 258: 250: 244: 240: 233: 218: 212: 196: 190: 186: 176: 173: 171: 168: 166: 163: 160: 156: 153: 152: 140: 131: 127: 124:This section 122: 119: 115: 114: 111: 102: 99: 92: 87: 83: 80: 76: 71: 69: 65: 60: 56: 51: 49: 44: 42: 38: 34: 30: 21: 1410:Biogeography 1405:Hydrogeology 1395:Soil science 1375:Geochemistry 1134:Infiltration 1062:Cut and fill 1005:Soil nailing 871:Permeability 836:Bulk density 553:Inclinometer 476:Ram sounding 376: 361: 286:. 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Retrieved 189: 170:Drilling rig 134: 130:adding to it 125: 108: 100: 96: 79:drill string 72: 52: 45: 40: 28: 26: 1420:Archaeology 1144:Foundations 1117:Geomembrane 1000:Slurry wall 939:Water table 903:Interaction 899:Structures 886:Sensitivity 683:Laboratory 155:Core drills 59:core sample 1447:Categories 1277:Mitigation 1259:Shear wave 1244:Earthquake 1239:Compaction 1224:Permafrost 1215:Phenomena/ 1112:Geotextile 1037:Embankment 1027:Excavation 964:Earthworks 924:Vegetation 919:Topography 841:Thixotropy 831:Void ratio 814:Properties 712:Hydrometer 457:Piezometer 377:Core drill 270:: 104–107. 181:References 137:March 2022 91:goniometer 77:where the 29:core drill 27:A modern 1400:Hydrology 1380:Petrology 1268:analysis 1266:Landslide 1171:Mechanics 1082:Track bed 1067:Fill dirt 1052:Terracing 625:Trial pit 440:Statnamic 425:Load test 1430:Agrology 1319:software 1217:problems 1047:Causeway 1022:Landfill 949:Subgrade 866:Porosity 861:Cohesion 288:17 March 222:4 August 201:4 August 149:See also 64:concrete 37:hole saw 1370:Geology 1342:SVSlope 1152:Shallow 1072:Grading 1010:Tieback 954:Subsoil 944:Bedrock 934:Topsoil 929:Terrain 722:R-value 685:testing 435:Dynamic 362:in situ 360:Field ( 1352:Plaxis 1347:UTEXAS 1337:SVFlux 1327:SEEP2D 1179:Forces 1032:Trench 980:Gabion 790:Gravel 430:Static 245:  1332:STABL 805:Loess 768:Types 68:stone 33:drill 31:is a 1157:Deep 800:Loam 795:Peat 785:Sand 780:Silt 775:Clay 760:Soil 462:Well 290:2022 243:ISBN 224:2014 203:2014 41:core 1042:Cut 351:and 132:. 66:or 1449:: 1301:* 266:. 70:. 43:. 905:) 901:( 364:) 323:e 316:t 309:v 292:. 251:. 226:. 205:. 157:( 139:) 135:(

Index


drill
hole saw
annular cutters
ancient Egyptians
core sample
concrete
stone
mineral exploration
drill string

goniometer

adding to it
Core drills
annular cutters
Drilling fluid
Drilling rig
Exploration diamond drilling
"Diamond Core Bits vs Carbide Core Bits"
"Concrete Drilling Tutorial"
ISBN
978-0-8493-4316-2
"He Bores Bigger Holes"
"Wireline coring"
v
t
e
Geotechnical engineering
Offshore geotechnical engineering

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