s?</sub>:m<sub>##</sub>:m<sub>ZR<sup>#</sup></sub>:m<sub>#<sup>W</sup>≠</sub>:m<sub>#</sub>:m<sub>#</sub>:m<sub>#,#H≠<sup>#</sup></sub>=10:12.5:7.5:1.5:6:0.2 時(shí),類材料的物理力學(xué)特性滿足砂質(zhì)泥巖的相似條件要求。結(jié)論 兩種狀態(tài)類材料試樣的荷載-貫入度曲線均可分為非線性變形階段、線彈性變形階段、裂紋萌生和擴(kuò)展階段、峰后破壞階段4個(gè)階段,自然狀態(tài)試樣為脆性破壞,飽水狀態(tài)試樣為塑性破壞,兩種狀態(tài)類材料試樣的比能耗、抗侵入系數(shù)均與側(cè)限應(yīng)力呈正相關(guān),但相同側(cè)限應(yīng)力時(shí),飽水狀態(tài)試樣的比能耗與抗侵入系數(shù)均小于自然狀態(tài)試樣,降低平均值分別為 28.7%.28.5% 。研究成果可為西部侏羅系弱膠結(jié)砂質(zhì)泥巖地層鉆井法滾刀破巖試驗(yàn)和破巖機(jī)理研究分別提供類材料配比參考與理論指導(dǎo)。-龍?jiān)雌诳W(wǎng)" />

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弱膠結(jié)砂質(zhì)泥巖破巖類材料優(yōu)化制備及其貫入特性

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中圖分類號(hào):TU452 文獻(xiàn)標(biāo)志碼:A 文章編號(hào):1672-1098(2025)01-0074-09

Abstract:Objective Inorder to meet the preparation requirements and improvethe low rock breaking eficiency of similarmodel test materials fordriling weak cemented sandy mudstone in the western Jurasic.Methods Based on thephysicaland mechanical properties ofsandy mudstone and the drillng conditions for drillingand rock breaking, sandymudstone rock breaking materials were prepared.Thephysicaland mechanical properties of diferent proportion materials were analyzed,andthe sensitivityfactor analysis ofrock breaking material strength was cariedout byusing range analysis method.The rolling cutter penetration tests were conductedintherock breaking materialto study the rock breaking efficiencyof therolling cuters indrillng wellsunder differentlateral stress conditions.Results Theresearch results indicated that the gypsum content was the key factor afecting the compressive strength of the materials, while the cement sand ratio was the key factor affecting the tensile strength and shear strength.Atheratioof m sand : m cement :m gypsum ∴m kaolin :m water ;m water reducer =10:12.5:7.5:1.5:6:0.2 ,the physical and mechanical properties of the material met the similarity requirements of sandy mudstone.Conclusion The load penetration curves of two types of material specimens can be divided into four stages of nonlinear deformation,linear elastic deformation,crack initiation and propagation,and post peak failure.The natural state specimen is abritle failure,while the saturated state specimen is a plastic failure.The specific energy consumption and anti intrusiocoeficient of the two types of material specimens are positively correlated with the lateral confinement stress.However,when the lateral confinement stress is the same,the specific energy consumption and anti intrusion coefficient of the saturated state specimen are smaller than those of the natural state specimen,with an average decrease of 28.7% and 28.5% ,respectively. The research results can provide material ratio references and theoretical guidance for the rock breaking test and rock breaking mechanism research ofthe drilling method in the weakly cemented sandy mudstone formation of the Western Jurassic.

Key Words:drillng methodforwelldrillng;weaklycementedsandymudstone;ockbreaking materils;rollingcutterpeetration test; rock breaking efficiency

鉆井法鑿井具有自動(dòng)化、機(jī)械化程度高、施工安全等優(yōu)點(diǎn),已成功建成西部某煤礦中央進(jìn)、回風(fēng)立井井筒[1-2]。(剩余8627字)

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