AASHTO T 225-2006 Standard Method of Test for Diamond Core Drilling for Site Investigation《钻石取芯钻进设备定位勘察的标准测试方法》.pdf

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1、TS-1b T 225-1 AASHTO Standard Method of Test for Diamond Core Drilling for Site Investigation AASHTO Designation: T 225-06 (2010) 1. SCOPE 1.1. This method covers a procedure for diamond core drilling designed to secure intact samples of rock and some soils that are too hard to sample by soil sampli

2、ng methods. This method is primarily for obtaining data for foundation and slope design and similar civil engineering purposes, rather than for mineral development and mining. 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards: T 206, Penetration Test and Split-Barrel Sampling of Soils T 207, Thin-Walled

3、 Tube Sampling of Soils 2.2. ASTM Standard: D 5079, Standard Practices for Preserving and Transporting Rock Core Samples 3. EQUIPMENT 3.1. A Rotary Drilling Machinecapable of providing a rotary motion and hydraulically, or mechanically, actuated feed or thrust. 3.2. A Water or Drilling Mud Pump, or

4、air compressor capable of delivering sufficient drilling fluid volume and pressure for the size of the hole to be drilled. 3.3. Core Barrelsas required. 3.3.1. A Single-Tube core barrelconsisting of a hollow tube with a threaded head at the upper end to fit the drill rod. The lower end of the barrel

5、 is fitted with a blank or set reaming shell, a core lifter, and a core bit. 3.3.2. A Double-Tube core barrel (swivel-type)having a swiveling inner barrel that is contained in the core barrel suspended on a bearing hanger. Drilling fluid is routed between the inner and outer barrels. This method imp

6、roves core recovery. More sophisticated double tubes are available having an inner tube that extends into the core bit, and the core lifter mounted inside the inner tube to protect cores of a soft or friable formation. 3.3.3. Single-Tube Type, WG Designconsisting of a hollow steel tube, with a head

7、at one end threaded for drill rod, and a threaded connection for a reaming shell and core bit at the other end. A core lifter, or retainer located within the core bit, is normal but may be omitted at the discretion of the geologist or engineer. 2013 by the American Association of State Highway and T

8、ransportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-1b T 225-2 AASHTO 3.3.4. Double-Tube, Swivel-Type, WG DesignAn assembly of two concentric steel tubes joined and supported at the upper end by means of a ball or roller-bearing swivel arranged to permit rota

9、tion of the outer tube without causing rotation of the inner tube. The upper end of the outer tube, or removable head, is threaded for drill rod. A threaded connection is provided on the lower end of the outer tube for a reaming shell and core bit. A core lifter located within the core bit is normal

10、 but may be omitted at the discretion of the geologist or engineer. 3.3.5. Double-Tube, Swivel-Type, WT Designis essentially the same as the double tube, swivel-type, WG design, except that the WT design has thinner tube walls, a reduced annular area between the tubes, and takes a larger core from t

11、he same diameter bore hole. The core lifter is located within the core bit. 3.3.6. Double-Tube, Swivel-Type, WM Designis similar to the double tube, swivel-type, WG design, except that the inner tube is threaded at its lower end to receive a core lifter case that effectively extends the inner tube w

12、ell into the core bit, thus minimizing exposure of the core to the drilling fluid. A core lifter is contained within the core lifter case on the inner tube. 3.3.7. Double-Tube, Swivel-Type, Large-Diameter Designis similar to the double tube, swivel-type, WM design, with the addition of a ball valve

13、to control fluid flow in all three available sizes and the addition of a sludge barrel to catch heavy cuttings on the two larger sizes. The large-diameter design double tube, swivel-type, core barrels are available in three-core-per-hole sizes as follows: 23/4in. (69.85 mm) by 37/8in. (98.43 mm), 4

14、in. (101.6 mm) by 51/2in. (139.7 mm), and 6 in. (152.4 mm) by 73/4in. (196.85 mm). Their use is generally reserved for very detailed investigative work or where other methods do not yield adequate recovery. 3.3.8. Double-Tube, Swivel-Type, Retrievable Inner-Tube Methodin which the core-laden inner-t

15、ube assembly is retrieved to the surface and an empty inner-tube assembly returned to the face of the borehole through the matching, large-bore drill rods without need for withdrawal and replacement of the drill rods in the borehole. The inner-tube assembly consists of an inner tube with removable c

16、ore lifter case and core lifter at one end and a removable inner-tube head, swivel bearing, suspension adjustment, and latching device with release mechanism on the opposite end. The inner-tube latching device locks into a complementary recess in the wall of the outer tube such that the outer tube m

17、ay be rotated without causing rotation of the inner tube and such that the latch may be actuated and the inner-tube assembly transported by appropriate surface control. The outer tube is threaded for the matching, large-bore drill rod and internally configured to receive the inner-tube latching devi

18、ce at one end and threaded for a reaming shell and bit, or bit only, at the other end. 3.3.9. Longitudinally Split Inner TubesAs opposed to conventional cylindrical inner tubes, these allow inspection of, and access to, the core by simply removing one of the two halves. They are not standardized but

19、 are available for most core barrels, including many of the retrievable inner-tube types. 3.3.10. The size and design nomenclature shall be in accordance with the standards adopted by the Diamond Core Drill Manufacturers Association. 3.4. Core BitsThe core bits shall be set with diamonds, tungsten c

20、arbide, or similar hard materials appropriate to the hardness of the materials being drilled and shall be furnished in X- or M-design or equivalent as required. The sizes of the core barrels and bits shall be as given in Table 1. 2013 by the American Association of State Highway and Transportation O

21、fficials.All rights reserved. Duplication is a violation of applicable law.TS-1b T 225-3 AASHTO Table 1Sizes of Core Barrelsa Hole, Diameter Core, Diameter Size in. mm in. mm EWX, EWM 1.5 38.1 0.812 20.6 AWX, AWM 1.957 49.2 1.375 30.2 BWX, BWM 2.375 60.3 1.625 41.3 NWX, NWM 3 76.2 2.125 54.0 23/4by

22、37/8in. (69.9 by 98.4 mm) 3.875 98.4 2.687 68.3 4 by 51/2in. (102 by 140 mm) 5.5 140 3.937 100 6 by 73/4in. (152 by 197 mm) 7.75 197 5.937 151 a As standardized by the Diamond Core Drill Manufacturers Association, Bulletin No. 2. Other sizes may be specified, but should be so noted. 3.5. Drive Pipe

23、or CasingStandard weight or extra heavy pipe, as required by the nature of overburden or the drilling method, shall be furnished where necessary for driving through soils to bedrock. The casing or pipe shall have an inside diameter of sufficient size to accommodate the largest size core barrel to be

24、 employed. The inside of the casing or pipe shall be free of burrs and obstructions. 3.6. Auxiliary CasingWhen it is necessary to case through formations already penetrated by the drill or when no drive casing has been employed, casing shall be provided with an outside diameter that will fit inside

25、the hole and an inside diameter that will permit the use of the next smaller bit and core barrels. Standard sizes of casing are given in Table 2. Table 2Standard Sizes of Casing Outside Diameter Inside Diameter Will Fit Hole Drilled by: Size in. mm in. mm EX 1.8125 46 1.5 38.1 AWX, AWM AX 2.25 57.2

26、1.906 48.4 BWX, BWM BX 2.875 73.0 2.187 60.3 NWX, NWM NX 3.5 88.9 3.0 76.2 23/4by 37/8in.(69.9 by 98.4 mm) 3.7. Drill RodsThe drill rods shall have an inside diameter that will permit the flow of drilling fluid through the rods in a quantity sufficient to provide an upward velocity of the fluid betw

27、een the rod and the hole wall that will remove the cuttings effectively. 3.8. Auxiliary EquipmentAuxiliary equipment shall be furnished as required by the work including roller bits, fishtail bits, wrenches, equipment for mixing the drilling mud, hand tools, safety equipment, etc. 3.9. Core BoxesCor

28、e boxes of wood or other durable material shall be provided for protection, transport, and storage of the cores. The boxes shall be provided with longitudinal spacers that will separate the core into compartments. Small blocks that fit snugly between the spacers shall be provided to secure core in p

29、lace and/or fill space if the material recovered is insufficient to completely fill the box. The top of the core length, which corresponds to the shallowest depth, should be placed at one corner of the box and the core placed progressing downward in a continuous manner to the deepest depth, through

30、the compartments toward the opposite corner. The top and bottom of the core length and each run shall be clearly indicated on the longitudinal spacers or blocks with waterproof marker. The top and bottom of the core length shall also be 2013 by the American Association of State Highway and Transport

31、ation Officials.All rights reserved. Duplication is a violation of applicable law.TS-1b T 225-4 AASHTO clearly indicated on the box cover, at the corresponding corners along with the core depths. Additional guidance regarding labeling and use of core boxes can be found in ASTM D 5079. 4. PROCEDURE 4

32、.1. When formations are encountered that are too hard to be sampled by soil sampling methods, the core drilling procedure shall be used. A penetration of 1 in. (25 mm) or less for 50 blows (Notes 1 and 2) according to T 206 shall be considered as indicating that soil sampling methods are not applica

33、ble. Note 1When the subsurface investigation requires a sample for testing and identification for material that has a penetration-resistance between N = 100 specified in T 206 and 50 blows per inch, coring may be required. Materials such as very stiff clay or weathered shale bedrock can be sampled u

34、sing core barrels such as the Denison-type Double-Tube Core Barrel. The sampling can be enhanced by the use of air for the drilling medium and the use of bits with steel teeth hardfaced. Note 2The limit of 50 blows per inch (25.4 mm) may be increased if the core recoveries prove to be small and samp

35、les can be secured by the soil sampling method. 4.2. Firmly seat the casing on bedrock or hard material to prevent loose materials from entering the hole and to prevent the loss of drilling fluid. Level the surface of the rock or hard material when necessary by the use of a fishtail or other bits. I

36、f an open drill hole can be maintained without casing, the casing may be omitted. Bentonite mud is often effective in maintaining an open hole without the use of casing. 4.3. Begin the core drilling using the NWX or NWM double tube swivel-core barrel. The first core run will usually be 5 ft (1.52 m)

37、 because of nonuniform conditions at the soil rock contact (Note 3). The NWM barrel should be inspected prior to lowering into the hole to ensure that the swivel is in good working order and rotating freely. The clearance between the inner barrel, when incorporated in the barrel, and the bit should

38、be checked and adjusted if necessary to ensure that the space between the bit and the inner barrel is sufficient so as not to restrict the flow of drilling fluid. Either type barrel should be inspected for dents or bends that impair rock recovery. The barrel should also be checked for material left

39、in the barrel from previous drilling to ensure the barrel is clean and unobstructed. The core retainer should be inspected, and if worn excessively or damaged, it should be replaced. The choice of bit setting shall be consistent with the type of material to be drilled. (Use extreme caution not to dr

40、op foreign material into the hole. Should an object be dropped into the hole and not be recoverable, abandon the hole and start a new one.) Inspect all drill rods to be used for straightness. If any rods display bends when rolled over a flat surface, they should not be used. Note 3In soft materials,

41、 a larger starting size may be specified; where local experience indicates satisfactory core recovery or where hard, sound materials are anticipated, a smaller size or the single-tube type may be specified in place of the NWX or NWM tube, and longer runs may be drilled. 4.4. Lower the barrel into th

42、e hole, using care to set the barrel on the formation to be drilled gently to prevent damage to the bit or buckling of the barrel. Measurement of barrel and rods to be used is essential; measurement shall be to the nearest 0.1 ft (30.5 mm). Log the depth when the barrel makes contact with the bottom

43、 of the hole. If the depth is more than 0.1 ft (30.5 mm) less than the depth logged from the previous run, there is probably loose material or core in the hole. Connect the drill chuck to the string of tools and connect the drilling fluid supply line. Prior to rotating, lift the string of tools slig

44、htly and start the circulation of the drilling fluid. Allow the fluid to circulate until a full-flow condition is reached. Lower the tools slowly to the bottom and seat the bit by slowly starting the rotation and slowly increasing the vertical pressure, maintaining full flow of the drilling fluid. W

45、hen the bit is seated, adjust the vertical pressure and the rotation to achieve proper penetration in accordance with the formation being drilled (Note 4). Log the depth where the coring began to the nearest 0.1 ft (30.5 mm). If the flow of the drilling fluid is blocked during 2013 by the American A

46、ssociation of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-1b T 225-5 AASHTO drilling, raise the bit slightly to allow the fluid flow to return. If the flow does not return, remove the drilling tools and correct the problem as necess

47、ary to maintain adequate flow of the drilling fluid. A judgment may be required when different types of material are encountered in a given run and recovery is less than 100 percent of the actual thickness of a given formation. To aid in making this judgment, the rate of penetration and the drilling

48、 fluid color and texture shall be monitored as drilling proceeds. The depths where changes are noted in the penetration rate and/or the color and/or texture of the cuttings in the return fluid are to be recorded for reference when this judgment is required. It may be desirable to retain samples of t

49、he cuttings contained in the return fluid at changes of color or texture or onset intervals. Note 4The life expectancy of the bit and the rate of penetration are dependent upon proper force on the bit and the peripheral velocity of the bit. The peripheral velocity should be as high as possible without causing undue strain on the drill rig or excessive vibration of the drilling tools. The force on the bit should be adjusted to match the information and the design of the bit. (For a given bit design, a softer formation would require less force than a harder