Investigation into failure mechanisms of lunar regolith simulant under thin-walled drilling tool with critical parameters
Gao Zheng , Gao Mingzhong , Hao Haichun , Wu Yan , Cao Jinfeng , Sun Qichen , Gong Junshan , Li Jiahua , Zhou Lang , Zhou Xuemin
Int J Min Sci Technol ›› 2025, Vol. 35 ›› Issue (6) : 863 -879.
Acquiring pristine deep lunar regolith cores with appropriate drilling tools is crucial for deciphering the lunar geological history. Conventional thick-walled drill bits are inherently limited in obtaining deep lunar regolith samples, whereas thin-walled coring bits offer a promising solution for lunar deep drilling. To support future lunar deep exploration missions, this study systematically investigates the failure mechanisms of lunar regolith induced by thin-walled drilling tools. Firstly, five thin-walled bit configurations were designed and evaluated based on drilling load, coring efficiency, and disturbance minimization, with Bit D demonstrating optimal overall performance. And the interaction mechanisms between differently configured coring bits and large-particle lunar regolith were elucidated. Coring experiments under critical drilling parameters revealed an operational window for the feed-to-rotation ratio (FRR of 2.0-2.5), effectively balancing drilling load and core recovery rate. Furthermore, a novel theoretical framework was developed to characterize dynamic drilling load parameters, supported by experimental validation. Based on these findings, practical strategies are proposed to mitigate drilling-induced disturbances, including parameter optimization and bit structural improvements. This research could provide valuable insights for designing advanced lunar deep drilling tools and developing drilling procedures.
Lunar regolith simulant / Tool-regolith interaction / Failure mechanism / Thin-walled core bit / Drilling and coring
| [1] |
|
| [2] |
|
| [3] |
|
| [4] |
|
| [5] |
|
| [6] |
|
| [7] |
|
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
|
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
|
| [24] |
|
| [25] |
|
| [26] |
|
| [27] |
|
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
|
| [32] |
|
| [33] |
|
| [34] |
|
| [35] |
|
| [36] |
|
| [37] |
|
| [38] |
|
| [39] |
|
| [40] |
|
| [41] |
|
| [42] |
Gromov V. Physical and mechanical properties of lunar and planetary soils. Laboratory Astrophysics and Space Research. Dordrecht: Springer Netherlands, 1999:121-42. |
| [43] |
|
| [44] |
|
| [45] |
|
| [46] |
|
| [47] |
|
| [48] |
|
| [49] |
|
| [50] |
Scott RF. Failure. Géotechnique 1987; 37(4):423-66. |
| [51] |
|
| [52] |
|
| [53] |
|
| [54] |
|
| [55] |
|
/
| 〈 |
|
〉 |