高级检索

不同种类岩石在球、锥镶齿侵入作用下可钻性评价与破碎机理

Evaluation of drillability and fracture mechanisms for different rock types under the penetration of spherical and conical inserted teeth

  • 摘要: 深井硬岩高效破碎是钻井法凿井亟待解决的核心难题。针对球齿与锥齿2种基础镶齿的破岩性能差异,本文选取沉积岩(灰岩、青砂岩)、火成岩(花岗岩A、B、C)和变质岩(大理岩、板岩)为对象,利用自主研制的高应力单镶齿侵入试验系统,开展可钻性评价与破碎机理分析。首先,基于岩石单轴抗压强度(σc)、抗拉强度(σt)及重度(γ)构建了适用于2种齿形的脆性指数(BI)预测模型。其次,定量分析了BI与比能耗(SE)、破碎块度(dm)及分形维数(Dm)的关联,并结合宏-细-微观观测揭示了破碎机理。结果表明:(1)岩性与齿形共同影响可钻性,3类岩石的脆性指数排序为:火成岩(BI=6.05~8.73)>变质岩(BI=3.90~9.50)>沉积岩(BI=3.47~5.22),对同种岩石,球齿的BI平均比锥齿高约21.5%。(2)比能耗(SE)随BI增长呈指数上升趋势,球齿的SE值通常更高,如在板岩中比锥齿高87%。(3)平均破碎块度(dm)与BI呈凹函数关系,球齿产生最小dm对应的BI(9.33)高于锥齿(4.49)。当BI>5时,锥齿的破碎分形维数(Dm)显著低于球齿,表明其岩屑更趋大块化。(4)破碎机理存在本质差异,球齿主要产生径向拉应力,形成对称、大面积的破碎坑(平均破碎角141.6°);锥齿则应力集中,易诱发非对称破碎并沿弱面扩展(平均破碎角136.4°)。(5)岩石破碎角(126°~161°)随压拉比σc/σt增大呈先降后升趋势,拐点位于σc/σt=18~19区间,其变化受控于岩石微观结构主导的破坏模式转变。研究结果可为基于岩性特征的镶齿优选与组合设计、优化破岩参数、实现高效低能耗凿井提供理论依据。

     

    Abstract: The efficient fragmentation of deep hard rock presents a critical challenge in shaft sinking by the drilling method. To investigate the performance differences in rock-breaking between two fundamental insert tooth types, spherical and conical teeth, sedimentary rocks (limestone, green sandstone), igneous rocks (granites A, B, and C), and metamorphic rocks (marble, slate) were investigated. A self-developed high-stress single-insert-tooth penetration test system was used to evaluate drillability and analyze the fragmentation mechanism. First, a brittleness index (BI) prediction model applicable to both tooth types was established based on the uniaxial compressive strength (σc), tensile strength (σt), and specific gravity (γ) of the rocks. Subsequently, quantitative correlations were established between the BI and key metrics, including the specific energy of rock breaking (SE), the average fragment size (dm), and the fractal dimension (Dm). The fragmentation mechanism was further elucidated through integrated macro-, meso-, and micro-scale observations. The main findings are: (1) Drillability is jointly influenced by rock type and tooth shape. The brittleness index ranks as: igneous rocks (BI= 6.05~8.73) > metamorphic rocks (BI= 3.90~9.50) > sedimentary rocks (BI= 3.47~5.22). For a given rock type, the BI under spherical tooth action is, on average, approximately 21.5% higher than that under conical tooth action. (2) The specific energy (SE) exhibits an exponential increase with rising BI. Spherical teeth generally yield higher SE values; for instance, their SE in slate was measured to be 87% higher than that of conical teeth. (3) A concave functional relationship is observed between the average fragment size (dm) and BI. The BI corresponding to the minimum dm is higher for spherical teeth (9.33) than for conical teeth (4.49). When BI exceeds 5, the fractal dimension (Dm) for conical teeth becomes significantly lower than that for spherical teeth, indicating a tendency towards coarser fragmentation. (4) The rock fragmentation mechanisms are fundamentally distinct. Spherical teeth primarily generate radial tensile stress, forming symmetrical and extensive crushing pits with an average fracture angle of 141.6°. In contrast, conical teeth induce stress concentration, readily promoting asymmetric fragmentation that propagates along weak planes, with an average fracture angle of 136.4°. (5) The rock fracture angle (ranging from 126° to 161°) initially decreases and then increases with the compressive-to-tensile strength ratio (σc/σt). An inflection point is identified within the σc/σt range of 18~19. This variation is governed by a transition in the failure mode, which is intrinsically controlled by the rock's microstructure. These results provide a theoretical basis for the selection and combination of insert teeth based on lithological characteristics, the optimization of rock-breaking parameters, and the achievement of high-efficiency, low-energy-consumption shaft sinking.

     

/

返回文章
返回