1 引言

由于Gensim在上個星期升級到版本4.0.1, 因此需對代碼進行重新測試, 已經發現部分代碼受到影響, 這個筆記對geotech-words-flashtext-combination進行了測試, 使用了關鍵詞"Rock Bolting/bolt Support", 同時對GeotechSet數據集進行了整體優化. 

巖石錨桿錨固節理化巖體---楔形效應的數值模擬(UDEC)

錨桿長度(Bolt length)的經驗確定方法

全長粘結錨桿數值模型(fully grouted cable bolts)

巖石錨桿(Rockbolts)文獻聚合

錨桿加固全飽和斷裂多孔介質的數值過程 [11/5/2020]

巖石錨桿錨固節理化巖體產生的楔形效應

巖石錨桿和錨索(Rockbolts and Cables)

巖石錨固的機理(Physical Mechanisms of Rock Bolting)

巷道圍巖塑性區的確定

2 數據集優化

優化后的數據保存在

{3DEC}, 

{Cable Bolting}, 

{Rock Slope}, 

{Rock bolting}, 

{fully grouted bolts}, 

{Engineering rock mass classification}

以及目錄X:\Geotech\Rock Mechanics\rockbolting中.

3 文獻聚合

[1] Ground Support Using Cable Bolts in Hard Rock Underground Mines.

[2] Rock bolts to support & stabilize the unstable rock strata in mining & tunnel excavations

[3] Windsor, C.R. 1992. Cable bolting for underground and surface excavations. In Rock support in mining and underground construction, proc. int. symp. on rock support, Sudbury, (eds P.K. Kaiser and D.R. McCreath), 349-376. Rotterdam: Balkema.

[4] Warburton P. M., 1987; Implications of keystone action for rock bolt support and block theory. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. Vol. 24, PP283-290.

[5] Sinha, S. and G. Walton (2019). "Understanding continuum and discontinuum models of rock-support interaction for excavations undergoing stress-induced spalling." International Journal of Rock Mechanics and Mining Sciences 123.

[6] Dalgic, S. (2000). "The influence of weak rocks on excavation and support of the Beykoz Tunnel, Turkey." Engineering Geology 58(2): 137-148.

[7] Nguyen, Q. P., et al. (2018). "A new design concept of fully grouted rock bolts in underground construction." 2nd International Conference on Sustainable Development in Civil, Urban and Transportation Engineering (Cute 2018) 143.

[8] Yokota, Y., et al. (2019). "Experimental and Numerical Study on the Interface Behaviour Between the Rock Bolt and Bond Material." Rock Mechanics and Rock Engineering 52(3): 869-879.

[9] Esterhuizen, G. S., et al. (2018). "Analysis of monitored ground support and rock mass response in a longwall tailgate entry." International Journal of Mining Science and Technology 28(1): 43-51.

[10] Xanthakos, P. P. (1991) Ground Anchorages and Anchored Structures. John Wiley & Sons Inc., New York, 686 pp.

[11] Kato, J., et al. (2014). "Layout design of rockbolts for natural ground reinforcement." International Journal for Numerical and Analytical Methods in Geomechanics 38(3): 236-255.