受到地質條件、工期以及施工環境等因素限制，隧道修建經常需要穿越存在高圍岩壓力的軟弱砂岩、破碎帶等低強度、弱自穩性的不良地層，高圍壓作用下軟岩隧道施工中所出現的災變防治問題仍未得到根本性解決。在掌子面掘進爆破荷載擾動作用下，因注漿錨杆設計不合理和加固效果不佳，錨杆錨固區域不可避免地會產生不同程度的位移突變特徵及錨杆錨固體失效脫落現象，進而會導致已完成初期支護區段圍岩出現“冒頂式”和“關門式”塌方災變事故發生。為了能夠保證已開挖區段圍岩穩定性的同時，提高掘進爆破效率，在隧道掘進減振爆破設計時必須考慮初始圍岩壓應力對破岩效果與岩石損傷程度的影響。由於炸藥起爆後爆轟波在圍岩中產生的瞬態動應力場及初始圍岩應力場的相互作用是比較複雜的，因此基於不同圍岩壓應力從多炮孔和單炮孔兩個角度來分析初始圍岩壓應力對爆破圍岩損傷、破岩效果以及應力分佈特徵，在考慮初始圍岩壓應力對多炮孔的影響因素條件下，探討掏槽炮孔減振設計方案與布孔方式，降低對隧道周圍環境的干擾及破壞，對圍岩壓應力較大的岩石隧道開挖爆破設計提供理論依據。因此，本論文進行了砂岩隧道注漿錨杆的漿液擴散規律、掘進掏槽爆破誘發錨杆錨固體和圍岩振動反應規律以及相應的掏槽爆破減振參數優化設計與分析：
首先，基於裂隙滲流立方定律、達西定律以及滲流連續性微分方程，給出了圍岩壓力和注漿壓力耦合擾動下錨杆漿液在圍岩中滲透擴散連續性偏微分方程。發現了該微分方程與COMSOL Multiphysics軟體中多孔介質流稀物質傳遞模組之偏微分方程極為相似，確定了數值計算的本構模型。同時，構建了流固耦合效應下馬蹄形和圓形隧道有限元模型，調用該本構方程，針對錨杆漿液在圍岩裂隙中隨著注漿時間、注漿壓力變化的加固圈形成全過程,以及圓形隧道的注漿錨杆參數優化等方面開展了研究。研究了不同隧道半徑、錨杆注漿壓力和注漿時間、錨杆間距和長度等因素對馬蹄形和圓形隧道中錨杆之錨固體、漿液柱、加固圈滲流擴散規律，獲得錨杆形成有效注漿加固圈之最佳注漿時機。基於數值分析結合數理統計之多元線性回歸擬合方法，得出錨杆長度、錨杆間距與注漿時間之間冪函數關係式,以及隧道半徑、錨杆間距與注漿時間之間指數函數關係式，依此確定錨杆最佳佈置間距，避免錨杆漿液擴散不均勻，造成漿液浪費現象發生。
其次，依據錨杆漿液擴散規律，以圓形隧道為例，基於荷載傳遞機制的錨固體軸應力微分方程和平面應變統一線性方程，推導了中空注漿錨杆錨固體單元等效軸力、位移、正應力、摩擦阻力、介面剪切應力、中性點位置與隧道半徑變化的解析式；結合隧道開挖與支護前、後圍岩塑性區邊界條件以及俞茂宏統一強度理論、平面應變統一線性方程，推導了有、無注漿錨杆加固工況下圍岩彈塑性區的徑向與切向應力及應變、塑性區半徑、側壁徑向位移和變形量、初期支護反力、單根錨固體反力與徑向位移、加固圈徑向與切向應力、圍岩與初期支護接觸面應力及位移、初期支護應力與位移、以及支護前後圍岩應力釋放係數的解析解。研究了圍岩穩定性的影響因素與支護結構、塑性區範圍、預緊力錨杆佈置參數、隧道開挖半徑、錨固體之間的對應關係及其影響規律。基於黏彈塑性流變以及圍岩與錨固體協調變形理論，推導出圍岩應力釋放效應下錨注區黏彈-黏塑性狀態之徑向與切向應變、應力以及徑向位移，錨注區彈塑性狀態之錨固體徑向體積力與支護反力、初期支護反力、加固圈的徑向與切向應力、塑性區半徑、改良後等效黏聚力以及錨固體介面剪切應力與軸向應力的解析式。
再次，基於彈性力學平面應變統一線性方程、爆炸衝擊波以及岩石損傷演化理論，給出了爆炸衝擊荷載作用下岩石壓碎和裂隙區域破壞以及損傷程度的判定依據。以燕都隧道為研究背景，考慮流固耦合效應，採用LS-DYNA軟體建立了單炮孔、多炮孔掏槽區域以及隧道洞身區段三維有限元模型，根據隧道上方地面採集的爆破監測數據以及三維模型掏槽爆破動力學試驗裝置，分別對洞身區段（1:1尺寸的模型）和單炮孔掏槽區域有限元模型進行有效性驗證。最後，基於1:1尺寸的模型與區域數值模型及ALE流固耦合演算法，採用同心柱狀炮孔徑向、軸向空氣不耦合裝藥(第1種裝藥），依次對砂岩隧道掘進掏槽爆破衝擊荷載作用下的掌子面破岩規律及錨固體動力反應特性、側壓力係數對岩石損傷度及損傷破壞影響規律進行了仿真模擬，並依此提出錨杆錨固體的補強方案，為高圍岩壓應力的岩石隧道掘進爆破參數優化和注漿錨杆結構設計提供參考。
最後，基於校正後的數值模型與計算方法，考慮三向圍岩壓力作用效應，以燕都隧道洞身區段下穿公路爆破開挖為例，建立了掏槽區域和洞身區段1:1尺寸的三維有限元模型，依次進行了炮孔內裝藥結構起爆作用機制及破岩效果、裝藥結構起爆對隧道錨杆錨固體動力反應的影響、圍岩壓力影響下隧道掏槽爆破減振設計與效果評價、掏槽爆破及車輛荷載耦合作用下路面振動反應及減振效應等方面研究。基於設計的6種裝藥結構形式，分析其裝藥結構起爆後孔壁壓應力分佈規律以及徑向和軸向破岩效果。基於爆炸力學柱面波傳播理論，推導出炮孔內徑向、軸向耦合與不耦合之空氣、水介質裝藥的爆炸力學特性解析解。基於彈性力學半逆解法和空孔作用機制，提出了裝藥炮孔與超前空孔邊界應力簡化模型和斜眼炮孔佈置優化原則，給出了改進後的炸藥起爆後空孔孔壁切向應力極值的解析式。結合上述解析理論和仿真結果，提出了合成樹脂炮泥徑向、軸向耦合裝藥結構,找出了對錨固體損傷破壞最小、掘進破岩與減振效果最佳的爆破設計方案。

Restricted by various geological conditions, construction period and tunnel construction environment, tunnel construction often needs to pass through weak sandstone with high surrounding rock pressure, broken zones and other unfavorable formations with low strength and weak self-stability. Under such circumstance, the problems of disaster prevention and control in tunnel construction of soft rock tunnel under high confining pressure have not been fundamentally resolved. Under the blasting load disturbance of excavation on the face, due to the unreasonable design of the grouting rock bolt and the poor reinforcement effect, the anchorage area of the grouting rock bolt will inevitably have different degrees of displacement mutation characteristics and the failure occurred at anchor body. The failure and shedding of rod anchors will lead to the catastrophe accident of "roof-fall" and "closed-door" collapse in the surrounding rock of the completed Initial support structure section. In order to ensure the stability of surrounding rock in excavated section and improve the efficiency of excavation blasting, the influence of initial surrounding rock stress on rock breaking effect and rock damage must be considered in the design of reduce vibration blasting in tunnel excavation. Because the interaction between the transient dynamic stress field generated by the detonation wave in the surrounding rock after the initiation of the explosive and the initial stress field of the surrounding rock is relatively complex, it is necessary to analyze the damage, rock breaking effect and stress distribution characteristics of the initial surrounding rock stress to the blasting surrounding rock from the perspectives of multiple blastholes and single blastholes based on different surrounding rock stresses, This paper discusses the vibration reduction design scheme and hole arrangement method of cut blast holes to reduce the interference and damage to the surrounding environment of the tunnel, so as to provide a theoretical basis for the blasting design of rock tunnel excavation with large surrounding rock stress. Therefore, in this paper, the slurry diffusion law of grouting rock bolt in sandstone tunnel, the vibration response law of rock bolt anchor solid and surrounding rock induced by excavation and cutting blasting, and the optimization analysis of reduce vibration blasting parameters of cutting blasting are carried out.
Firstly, Based on the cubic law of fissure seepage, Darcy's law and differential equation of seepage continuity, the partial differential equation of the continuity of the penetration and diffusion of the rock bolt grout in the surrounding rock under the coupling disturbance of the surrounding rock pressure and grouting pressure is given. It was found that the differential equation was very similar to the partial differential equation of FICK diffusion law of porous media flow module in COMSOL Multiphysics software, and the constitutive model for numerical calculation was determined. Meanwhile, a two-dimensional finite element model of horseshoe-shaped and circular tunnel under fluid-solid coupling is constructed, analyze the whole process of the formation of grout reinforcement ring in the surrounding rock fissuring with the change of grouting time and pressure by the constitutive equation determined in the software, and the optimization of grouting rock bolt parameters for circular tunnel. The seepage diffusion law of rock bolt anchor solid, the grout column and the reinforcement ring of rock bolt in the horseshoe shaped and circular tunnel under different tunnel radius, grouting pressure and grouting time of rock bolt, spacing and length of rock bolt and other factors is studied, and the reasonable opportunity to complete the grouting for rock bolt support to form an effective grouting reinforcement ring is obtained. Based on the method of mathematical statistics of multiple linear regression and numerical analysis, the power function relationship between the rock bolt length, rock bolt spacing and grouting time is obtained as well as the exponential function relationship between tunnel radius, rock bolt spacing and grouting time. Based on this, the optimal arrangement spacing of grouting rock bolt be determined to avoid uneven diffusion of rock bolt grout and waste of grout.
Secondly, according to the diffusion law of rock bolt grout, taking a circular tunnel as an example, based on the differential equation of axial stress of the anchor body and the unified equation of stress plane strain of the load transfer mechanism, the analytical expressions of the equivalent axial force, displacement, normal stress, friction resistance, interface shear stress, neutral point position and the change of tunnel radius of the hollow rock bolt anchor solid element are derived; Combined with the boundary conditions of the surrounding rock plastic zone before and after the tunnel excavation and support, and based on the Yu Maohong unified strength theory and the plane strain unified equation, the radial and tangential stresses and strains, the radius of the plastic zone, the lateral wall radial displacement, the initial support reaction force are derived. The analytical solutions of the reaction force and radial displacement of a single anchor, the radial and tangential stress of the reinforcement ring, the stress and displacement of the contact surface between the surrounding rock and the initial support, the stress and displacement of the initial support, and the stress release coefficient of the surrounding rock before and after the support were obtained. The corresponding relationship between the influencing factors of the stability of the surrounding rock and the support structure, the scope of the plastic zone, the layout parameters of the pre-tensioned rock bolt, the excavation radius of the tunnel, and the anchor body as well as the influencing laws were analyzed. Based on the viscoelastic plastic rheology and the theory of coordinated deformation of surrounding rock and rock bolt anchor solid, under the the stress release effect of surrounding rock, the radial and tangential strain, stress and radial displacement are derived in viscoelastic viscoplastic state of rock bolt anchor grouting area; the analytical formulas of the rock bolt anchor solid radial volume force and rock bolt anchor solid support reaction force, the initial support reaction force, radial and tangential stress and displacement of reinforcement ring, radius of plastic zone, equivalent cohesion, shear stress and axial stress of the interface between anchor solid are derived in the elastic-plastic state of rock bolt anchor grouting area.
Thirdly, based on the elastic plane strain, explosion shock wave and rock damage evolution theory, the judgment basis of rock crushing, fracture area damage and damage degree under explosion shock load is given. Taking Yandu Tunnel as the research background, considering the fluid structure coupling effect, the LS-DYNA software was used to establish the three-dimensional finite element models of single blast hole, multi blast hole cutting area and tunnel body section (full scale) were established. According to the blasting monitoring data collected on the ground above the tunnel and the three-dimensional model cutting blasting dynamic test device, the validity of the finite element models of tunnel body section (1:1 size model) and single blast hole cutting area were verified respectively. Finally, based on the 1:1 size model and regional numerical model and ALE fluid-structure coupling algorithm, the rock breaking law of the tunnel face under the impact load of the excavation cut blasting of the sandstone tunnel, the dynamic response characteristics of the anchor body, and the influence of the lateral pressure coefficient on the rock damage degree and damage damage law were simulated and studied successively by using the concentric column shaped hole diameter axial air decoupling charge (the first type), Based on this, the reinforcement scheme of rock bolt anchor solid is proposed, which provides reference for the optimization of blasting parameters and the design of grouting rock bolt structure in rock tunnel excavation with high surrounding rock pressure.
Finally, based on the corrected numerical calculation method, taking the blasting excavation of Yandu tunnel tunnel section under the road as an example, the three-dimensional finite element models of the cut area and tunnel section (1:1 size model) are established by considering the effect of three-dimensional surrounding rock pressure, and the blasting mechanism of the charge structure in the blast hole and the rock breaking effect, the impact of the charge structure blasting on the dynamic response of the tunnel rock bolt solid are carried out in turn. Research on vibration reduction design and effect evaluation of cut blasting in tunnel excavation under surrounding rock pressure, vibration response and vibration reduction effect of pavement under the coupling of cut blasting and vehicle load. The rock breaking effect and the distribution law of blasthole wall compressive stress were investigated for the six forms of designed charge structure. After then, the analytical solutions of explosion mechanical properties of air and water medium charge with radial coupling and uncoupling, axial coupling and uncoupling in the borehole were derived subsequently based on the cylindrical wave propagation theory of explosion mechanics. Which was followed by a simplified model of boundary stress between charge hole and advanced empty hole and the optimization principle of inclined hole layout. The semi-inverse solution of elastic mechanics and the mechanism of empty hole action were obtained consequently. The analytical formula of the tangential stress extreme value of the empty hole wall was given after the improved explosive initiation. On the basis of above analytical theory and simulation results, the radial and axial coupling charging structure of synthetic resin mortar was proposed, following with the investigations of blasting design scheme with the least damage to the rock bolt anchor solid, the best rock breaking and vibration reduction effect.

[1]E. Nonveiller. Grouting Theory and Practice[C]. New York, USA, Elsevier Science Publishers B.V., 1989:1-7.
[2]Baker, Wallace Hayward. Planning and Performing Structural Chemical Grouting [J]. Grouting in Geotechnical Engineering, Proceedings of the Conference, ASCE, 1982: 515-539.
[3]Karol R H. Chemical Grouting and Soil Stabilization. New Jersey, USA: Rutgers University[J]. 2003.
[4]鄺健政,咎月穩,王傑,等.岩土注漿理論與工程實踐[M].北京:科學出版社,2001.
[5]張宏洲. 隧道小導管注漿加固區圍岩力學參數反分析研究[D].中國地質大學（北京）,2007.
[6]張偉傑. 隧道工程富水斷層破碎帶注漿加固機理及應用研究[D].山東大學,2014.
[7]李術才,張偉傑,張慶松,張霄,劉人太,潘光明,李志鵬,車宗原.富水斷裂帶優勢劈裂注漿機制及注漿控制方法研究[J].岩土力學,2014,35(03):744-752.
[8]錢自衛. 孔隙砂岩化學注漿漿液滲透擴散機理[D].中國礦業大學,2014.
[9]張慶松,張連震,張霄,劉人太,朱明聽,鄭東柱.基於漿液黏度時空變化的水平裂隙岩體注漿擴散機制[J].岩石力學與工程學報,2015,34(06):1198-1210.
[10]楊志全,牛向東,侯克鵬,周宗紅,梁維,郭延輝,蘆湧峰,楊八九,程湧.流變參數時變性冪律型水泥漿液的柱形滲透注漿機制研究[J].岩石力學與工程學報,2015,34(07):1415-1425.
[11]張連震,張慶松,劉人太,李術才.基於漿液–岩體耦合效應的微裂隙岩體注漿理論研究[J].岩土工程學報,2018,40(11):2003-2011.
[12]劉人太,張連震,張慶松,楊磊,李志鵬,孫子正,張世傑,朱光軒.速凝漿液裂隙動水注漿擴散數值模擬與試驗驗證[J].岩石力學與工程學報,2017,36(S1):3297-3306.
[13]劉人太,張連震,張慶松,孫子正,鄭卓,王洪波,張世傑.速凝漿液裂隙動水注漿擴散規律模擬試驗[J].土木工程學報,2017,50(01):82-90.
[14]張傳慶,崔國建,周輝,劉立鵬,劉振江,盧景景,程廣坦.錨杆杆體–砂漿介面剪切力學特性試驗研究[J].岩石力學與工程學報,2018,37(04):820-828.
[15]陳昌富,梁冠亭,湯宇,徐優林.錨杆錨固體與土體介面特性室內測試新方法[J].岩土工程學報,2015,37(06):1115-1122.
[16]朱旻,龔曉南,高翔,劉世明,嚴佳佳.基於流體體積法的劈裂注漿有限元分析[J].岩土力學,2019,40(11):4523-4532.
[17]鐘祖良,別聰穎,範一飛,劉新榮,羅亦琦,塗義亮.土石混合體注漿擴散機制及影響因素試驗研究[J].岩土力學,2019,40(11):4194-4202.
[18]許興亮,劉為民,宋志堅,李金波,孫康,楊長德,張偉光.單裂隙模型水泥漿液滲透擴散規律研究[J].煤炭工程,2018,50(12):103-106.
[19]黃耀光,王連國,陸銀龍.巷道圍岩全斷面錨注漿液滲透擴散規律研究[J].採礦與安全工程學報,2015,32(02):240-246.
[20]李慎舉,王連國,陸銀龍,張蓓.破碎圍岩錨注加固漿液擴散規律研究[J].中國礦業大學學報,2011,40(06):874-880.
[21]劉弘祥，黃崇仁，陳怡名.不同型式岩栓及預力地錨於砂、泥岩層內之行為特性探討[J].地工技術，1996，(55)：89-100。
[22]張耀升.承載式岩栓破壞模式之數值分析[D].國立臺灣大學土木工程學研究所碩士論文，2000.臺北市.
[23]吳裕仁.承載式岩栓抗拉行為之研究[D].國立臺灣大學土木工程研究所碩士論文，1996.臺北市.
[24]WINDSOR C R. Rock reinforcement system[J]. International Journal Rock Mechanics and Mining Sciences, 1997, 34(6): 919- 951.
[25]LUTZ L, GERGELEY M. Mechanics of band and slip of deformed bars in concrete[J]. Journal of American Concrete Institute, 1967, 64(11): 711- 721.
[26]GOTO Y. Cracks formed in concrete around deformed tension bars[J].Journal of American Concrete Institute, 1971, 68(4): 244- 251.
[27]HSUCH C H. Interfacial debonding and fiber pullout stresses of fiberreinforced composites, Part II: Nonconstant interfacial bond strength[J]. Materials Science and Engineering, 1990, A125: 67- 73.
[28]HSUCH C H. Interfacial debonding and fiber pullout stresses of fiberreinforced composites, part VI: interpretation of fiber pullout cures[J]. Materials Science and Engineering, 1991, A145: 11- 18.
[29]PAPADOPOULOU K, SOFIANOS A. Factors Affecting the Behaviour of Retaining Structures with Prestressed Anchorages Under 2D and 3D Conditions[J].Geotechnical and Geological Engineering,2016,34(6):1877-1887.
[30] LI C,STILLBORG B. Analytical models for rock bolts[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(8): 1013-1029.
[31]FARMER I W. Stress distribution along a resin grouted rock anchor[J].Intermnational Journal of Rock Mechanics Mining Sciences and Geomechanics Abstracts, 1975, 12(11): 347- 351.
[32]FREEMAN T J. The behaviour of fully-bonded rock bolts in the KieIder experimental tunnel[J]. Tunnels and Tunneling June,1978,10(5): 37 - 40.
[33]劉泉聲,鄧鵬海,畢晨,李偉偉,劉軍.深部巷道軟弱圍岩破裂碎脹過程及錨噴-注漿加固FDEM數值模擬[J].岩土力學,2019,40(10):4065-4083.
[34]王連國,李明遠,王學知.深部高應力極軟岩巷道錨注支護技術研究[J].岩石力學與工程學報,2005(16):2889-2893.
[35]王連國,繆協興,董健濤,譚小寧.深部軟岩巷道錨注支護數值模擬研究[J].岩土力學,2005(06):983-985.
[36]陸銀龍,王連國,張蓓,李玉傑.軟岩巷道錨注支護時機優化研究[J].岩土力學,2012,33(05):1395-1401.
[37]李兆霖,王連國,陸銀龍.注漿錨杆結構優化數值模擬[J].煤礦安全,2015,46(06):
208-211.
[38]王連國,陸銀龍,黃耀光,孫海洋.深部軟岩巷道深-淺耦合全斷面錨注支護研究[J].中國礦業大學學報,2016,45(01):11-18.
[39]潘銳,王琦,王雷,李術才,何滿潮,於恒昌,許英東,胥洪彬.深井巷道錨注補強力學效應及支護參數研究[J].採礦與安全工程學報,2018,35(02):267-275.
[40]王琦,許英東,許碩,江貝,潘銳,劉博宏.破碎圍岩錨注擴散加固機制研究與應用[J].採礦與安全工程學報,2019,36(05):916-923.
[41]王琦,王雷,劉博宏,江貝,張皓傑,許碩.破碎圍岩注漿體空隙特徵和力學性能研究[J].中國礦業大學學報,2019,48(06):1197-1205.
[42]黃耀光,張天軍.深部高地應力巷道塑性破壞特徵及注漿支護[J].採礦與安全工程學報,2019,36(05):949-958.
[43]王洪濤,王琦,蔣敬平,李術才,劉平,楊勇,張欣,楊少波.深部巷道全長預應力錨注支護機理研究及應用[J].採礦與安全工程學報,2019,36(04):670-677+684.
[44]鄭帥,薑諳男,申發義,苗偉.不同長度注漿錨杆支護效果及圍岩變形曲線規律[J].瀋陽工業大學學報,2021,43(01):113-120.
[45]彭輝,袁超,向德強.基於彈性理論的拉力型錨杆錨固段應力分佈規律研究[J].南華大學學報(自然科學版),2013,27(04):100-104.
[46]許宏發,王武,江淼,佟佺.灌漿岩石錨杆拉拔變形和剛度的理論解析[J].岩土工程學報,2011,33(10):1511-1516.
[47]朱訓國,楊慶,欒茂田.岩體錨固效應及錨杆的解析本構模型研究[J].岩土力學,2007(03):527-532.
[48]潘銳. 深部巷道破碎圍岩錨注機理及控制技術研究[D]. 山東:山東大學,2018.
[49]張華磊,塗敏.回採巷道錨注加固漿液滲流規律研究[J].安徽理工大學學報(自然科學版),2013,33(04):20-25.
[50]黃耀光.深部破裂圍岩錨注漿液滲流擴散機理研究[D].中國礦業大學,2015.
[51]魏建平,姚邦華,劉勇,王登科,崔鵬飛,姚帥.裂隙煤體注漿漿液擴散規律及變質量滲流模型研究[J].煤炭學報,2020,(01):204-212.
[52]高明中,井歡慶,陳雨雪.巷道注漿加固漿液擴散數值模擬[J].安徽理工大學學報(自然科學版),2017,37(02):6-9.
[53]張聰,梁經緯,陽軍生,曹磊,謝亦朋,張貴金.堤壩脈動注漿漿液擴散機制及應用研究[J].岩土力學,2019,40(04):1507-1514.
[54]李萬裏.基於注漿支護的巷道圍岩漿液擴散規律研究[J].能源與環保,2019,41(09):162-165.
[55]林元俊,韓立軍.軟岩巷道注漿擴散及鬆動圈加固數值模擬[J].煤炭技術,2020,39(08):16-19.
[56]王凱,王連國,陸銀龍,孫小康,張凱文.微裂隙中水泥漿液滲濾效應的可視化試驗研究[J].煤炭學報,2020,45(03):990-997.
[57]陸銀龍,賀夢奇,李文帥,吳秉臻,王連國.岩石結構面注漿加固微觀力學機制與漿-岩黏結介面結構優化[J].岩石力學與工程學報,2020,39(09):1808-1818.
[58]張偉哲,陳志南.地下深層處置隧道開挖於頂拱之岩栓架設優化探討[J].中興工程，2018，(141)：29-36.
[59]孫振宇,張頂立,房倩.隧道錨固系統的協同作用及設計方法[J].工程力學,2019,36(05):53-66+75.
[60]LIUH Y, SMALL J C, CARTER JP. Full 3D modelling for effects of tunneling on existing support systems in the Sydney region[J]. Tunneling and Underground Space Technology, 2008, 23(4): 399 - 420.
[61]BOBET A. A simple method for analysis of point anchored. rock bolts in circular tunnels in elastic ground[J]. Rock Mechanics and Rock Engineering, 2006, 39(4): 315 - 338.
[62]GRASSELLI G.3D behavior of bolted rock joints: experimental and numerical study[J]. International Journal of Rock Mechanics and Mining Sciences, 2005, 42(1): 13 - 24.
[63] GONZALEZ-NICIEZA C，ALVAREZ-VIGIL A E,MENENDEZ- DIAZ A, et al. Influence of the depth and shape of a tunnel in the application of the convergence-confinement method[J] .Tunnelling and Underground Space Technology, 2008, 23(1): 25- 37.
[64]SCHURCH R，ANAGNOSTOU G. The applicability of the ground response curve to tunelling problems that violate rotational symmetry[J]. Rock Mechanics and Rock Engineering, 2012, 45(1): 1- 10.
[65]謝醒陽.以物理模型試驗探討卵礫石層隧道中岩栓支撐之力學行為[D].國立中興大學土木工程學系碩士論文，1998.臺中市.
[66]劉明欽.隧道開挖中岩栓力學行為之數值分析[D].國立臺灣科技大學營建工程技術學系碩士論文，1993.臺北市.
[67]李義,高國付,趙陽升.基於特徵錨杆工作荷載無損檢測的巷道圍岩穩定性評估初步研究[J].岩石力學與工程學報,2004(S2):4893-4897.
[68]徐立功,李浩,陳祥林,陳軍.錨杆參數對圍岩穩定性影響的數值分析[J].岩土工程學報,2010,32(S2):249-252.
[69]李偉業. 隧道圍岩爆破振動及支護結構穩定性分析[D].武漢科技大學,2012.
[70]吳文平,馮夏庭,張傳慶,邱士利,李占海.深埋硬岩隧洞系統砂漿錨杆的加固機制與加固效果模擬方法[J].岩石力學與工程學報,2012,31(S1):2711-2721.
[71]龍景奎,蔣斌松,劉剛,祖自銀.巷道圍岩協同錨固系統及其作用機理研究與應用[J].煤炭學報,2012,37(03):372-378.
[72]王漢鵬, 劉人太,薛俊華,李建明,張慶賀,馬芹永.深部岩巷分區破裂圍岩穩定性控制方法及應用[J].岩土力學,2014,35(07):1957-1964.
[73]仇文革,孫克國,王立川,馬明正,何永成,陳俊波,文澤成,王國旭.基於圍岩穩定性的大斷面隧道初期支護優化[J].土木工程學報,2017,50(S2):8-13.
[74]孫振宇,張頂立,房倩.隧道錨固系統的協同作用及設計方法[J].工程力學,2019,36(05):53-66+75.
[75]王志傑,張鵬,高靖遙,楊寶.昔格達地層隧道圍岩穩定性及系統錨杆功效研究[J].鐵道建築,2019,59(02):78-80+105.
[76]張致遠.碟式岩栓抗拉力之實驗研究[D]. 國立臺灣大學土木工程學研究所碩士論文，1995.臺北市.
[77]穀拴成,周攀,黃榮賓.錨杆-圍岩承載結構支護下隧洞穩定性分析[J].岩土力學,2018,39(S1):122-130.
[78]陳登國,高召寧,趙光明,李順順,趙呈星.基於錨固力學效應巷道圍岩穩定性分析[J].煤炭學報,2020,45(03):1009-1019.
[79]於遠祥,姚堯,王京濱,王賦宇,柯達.杆岩耦合作用下深埋隧洞圍岩穩定性主控因素及支護優化研究[J].現代隧道技術,2021,58(01):19-26.
[80]歐怡岑.垂直孔爆破引致環境振動之量測分析[D].國立中央大學土木工程學系碩士論文，2014.桃園縣.
[81]林照雄.球狀及柱狀裝藥之爆破應變分析[D].國立成功大學資源工程學系碩士論文，1996.臺南市.
[82]KUROKAWA K, HASHIMOTO K, TABUCHI M. Experimental study on the effect of performances of explosives on rock fracture. Bakuyaku no shotokusei ga ganseki hakai koka ni oyobosu eikyo[J]. Kogyo Kayaku;(Japan), 1992, 53(5).
[83]蘇耿世.隧道爆破震動回歸分析及其預測[D].國立成功大學資源工程學系碩士論文，1996.臺南市.
[84]PAINE A S,PLEASE C P. An improved model of fracture propagation by gas during rock blasting- -some analytical results[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1994,31(6):699 -706.
[85]FOURNEY W L, BARKER D B, HOLLOWAY D C. Model studies of well stimulation using propellant charges[C]//International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. Pergamon, 1983, 20(2): 91-101.
[86]鄧光翔.運用LS-DYNA於延遲爆破之動態分析[D].國立臺北科技大學資源工程研究所碩士論文，2017.臺北市.
[87]盧文波,陶振宇.爆生氣體驅動的裂紋擴展速度研究[J].爆炸與衝擊,1994(03):264-268.
[88]李寧.爆破荷載的數值模擬與應用[J].岩石力學與工程學報,1994(04):357-364.
[89]楊小林,王夢恕.爆生氣體作用下岩石裂紋的擴展機理[J].爆炸與衝擊,2001(02):111-116.
[90]譚元軍,陳繼府.空氣間隔徑向不耦合裝藥條件下柱狀藥包的破岩機理研究[J].爆破,2011,28(01):58-60.
[91]胡建華,楊春,周科平,周炳任,張紹國.單楔形掏槽爆破腔體時空演化及應用[J].中南大學學報(自然科學版),2017,48(12):3309-3315.
[92]RENSHU YANG,CHENXI DING,LIYUN YANG,et al. Visualizing the blast-induced stress wave and blasting gas action effects using digital image correlation[J]. International Journal of Rock Mechanics and Mining Sciences, 2018, 112: 47-54.
[93]黃瑞昱.大理石岩層不連續面數值分析與爆破破碎度之關聯研究[D].國立臺北科技大學材料及資源工程系碩士班碩士論文，2001.臺北市.
[94]冷振東,盧文波,範勇,陳明,嚴鵬.側向起爆條件下的爆炸能量分佈及其對破岩效果的影響[J].爆炸與衝擊,2017,(04):661-669.
[95]楊向龍,楊磊,黃中偉.C-J爆轟和等壓燃燒過程仲介質做功能力研究[J].彈道學報,2008,(04):100-102+106.
[96]LEU S S, LIN S F, CHEN C K, et al. Analysis of powder factors for tunnel blasting using neural networks[J]. Fragblast, 1998, 2(4): 433-448.
[97]中國工程爆破協會.爆破安全規程：GB6722-2014[S]．北京: 中國標準出版社, 2014.
[98] 羅勝方. 數值模擬栓合節理岩體直剪試驗之研究[D]．國立臺灣科技大學營建工程系碩士論文,2002,臺北市．
[99]ZIOLKOWSKI A M, LERWILL W E, MARCH D W, et al. Wavelet deconvolution using a source scaling law[J]. Gcophysical Prospecting, 1980.28(6): 872-901.
[100]KIRZHNER F, ROSENHOUSE G. Numerical analysis of tnnel dynamic response to earth motions[J].Tunneling and Underground Space Technology,2000,15(3):249-258.
[101]林盟傑. 現地爆破震動監測及能量衰減特性研究[D].國立臺北科技大學資源工程研究所碩士論文,2013.臺北市.
[102]TANNANT D D, BRUMMER R K, YI X. Rock behaviour under dynamic loading: field tests and modeling[J]. International Journal Rock Mechanics and Mining Sciense & Geomechanics Abstract, 1995, 32(6): 537-550.
[103]沈清全. 爆破震動波對邊坡穩定的影響分析[D].國立臺北科技大學材料科學與工程研究所碩士論文,2008.臺北市.
[104]盧文波, HUSTRULID W. 質點峰值振動速度衰減公式的改進[J].工程爆破, 2002, 8(3): 1-4.
[105]趙曉勇. 軟岩隧道鑽爆法施工擾動範圍的研究[D].北京交通大學,2008.
[106]姚勇,何川.並設小淨距隧道爆破振動响應分析及控爆措施研究[J].岩土力學,2009,30(09):2815-2822.
[107]饒增. 隧道鑽爆施工對初期支護的影響及控制標準的研究[D].北京交通大學,2010.
[108]李志忠.基於LS-DYNA的隧道爆破模擬分析[J].公路,2017,62(08):316-320.
[109]彭高殿. 爆破對隧道圍岩及初期支護結構穩定性的影響研究[D].廣西大學,2012.
[110]桑運龍,何國華,孫州,劉學增,丁爽.爆破振動對隧道不同級別圍岩鬆動範圍影響分析[J].現代隧道技術,2019,56(S2):291-298.
[111]郭新新,劉錦超,汪波,喻煒,王振宇,李浩彬.既有裂縫、空洞病害隧道爆破振動安全控制標準[J].爆炸與衝擊,2020,40(11):149-159.
[112]榮耀. 公路隧道爆破掘進震動效應研究[D].重慶交通學院,2004.
[113]張濤. 爆破振動對圍岩與初期錨噴支護結構穩定性的影響研究[D]. 山東:山東科技大學,2015.
[114]易長平,盧文波.爆破振動對砂漿錨杆的影響研究[J].岩土力學,2006(08):1312-1316.
[115]胡帥偉,陳士海.爆破振動下圍岩支護錨杆動力响應解析解[J].岩土力學,2019,40(01):281-287.
[116]蓋秉政.論彈性波繞射與動應力集中問題[J].力學進展,1987(04):447-465.
[117]李世民,韓省亮,曾憲明,林大路,肖玲.錨固類結構抗爆性能研究進展[J].岩石力學與工程學報,2008(S2):3553-3562.
[118]劉少虹.FLAC~(3D)中爆破震動下錨杆軸力損失的修正及應用[J].煤炭學報,2016,41(11):2721-2733.
[119]劉少虹,潘俊鋒,毛德兵,王書文,潘黎明.爆破動載下強衝擊危險巷道錨杆軸力定量損失規律的試驗研究[J].煤炭學報,2016,41(05):1120-1128.
[120]周紀軍. 爆炸動載對近區錨杆支護結構影響的試驗研究[D].中國礦業大學（北京）,2011.
[121]彭高殿. 爆破對隧道圍岩及初期支護結構穩定性的影響研究[D].廣西大學,2012.
[122]WU Q, ZHAO F, ZHOU Z H, et al. Behaviour of full grouted rock bolts subjected to repeated dynamic loading[M]//Rock Dynamics–Experiments, Theories and Applications. CRC Press, 2018: 361-366.
[123]陳志銘. 應用爆震波狀態方程式(EOS)與3DEC探討爆破荷載在不連續面下之動態行為[D].國立臺北科技大學材料及資源工程系所碩士論文,2005.臺北市.
[124]ORTLEPP W D, STACEY T R. Performance of tunnel support under large deformation static and dynamic loading[J]. Tunnelling and Underground Space Technology, 1998, 13(1): 15-21.
[125]ANDERS A. Dynamic testing of steel for a new type of energy absorbing rock bolt[J]. Journal of Constructional Steel Research, 2006, 62(5): 501–512.
[126]馬海春,顧金才,張向陽,徐景茂.噴錨支護洞室抗爆現場試驗錨杆應變研究[J].地下空間與工程學報,2013,9(06):1231-1235.
[127]李世民,李曉軍,李洪鑫,曾憲明.一種新型複合錨固結構抗爆性能的試驗研究[J].地下空間與工程學報,2013,9(06):1223-1230.
[128]CHEN M, LU W B, YAN P, et al. Blasting excavation induced damage of surrounding rock masses in deep-buried tunnels[J]. KSCE Journal of Civil Engineering, 2016, 20(2): 933-942.
[129]湯銘文.爆破衝擊下的岩石破裂過程之高速影像分析[D].國立臺北科技大學工程科技研究所博士論文，2012.臺北市.
[130]SALARI M,SAEB S, WILLAM K,et al. A coupled elastoplastic damage model for geomaterials[J]. Com- puter Methods in Applied Mechanics and Engineer- ing, 2004, 193(27/ 29): 2625- 2643.
[131]CHIARELLI A, SHAO J, HOTEIT N. Modeling of elastoplastic damage behavior of a claystone[J]. International Journal of plasticity, 2003,19(1): 23-45.
[132]AFRASIABIAN B, AHANGARI K, NOORZAD A. Study on the effects of blast damage factor and blast design parameters on the ground vibration using 3D discrete element method[J].Innovative Infrastructure Solutions,2020,5(2): 1-14.
[133]PERSSON P A. The relationship between strain energy, rock damage, fragmentation, and throw in rock blasting[J]. Fragblast, 1997, 1(1): 99- 110.
[134]YANG R L, ROCQUEP, KATSABANIS P, et al. Measurement and analysis of near- -field blast vibration and damage[J]. Geotechnical and Geological Engineering, 1994, 12(3):169-182.
[135]HOLMBERG R, PERSSON P A. The Swedish approach to contour blasting[C]// Proceedings of the 4th Conference on Explosive and Blasting Technique. [S.1.]: [s.n], 1978: 113-127.
[136]蘇義松. 聚能射流應用於岩石控制爆破之研究[D].國立成功大學資源工程學系碩博士班博士論文，2006.臺南市.
[137]田運生,高蔭桐,田會禮.岩巷爆破圍岩損傷演化方程及穩定性分析[J].河北建築科技學院學報,2004(02):76-78.
[138]彭亞雄,劉廣進,黃智剛,呂虎波,吳立.穿越富水斷層帶隧道爆破圍岩突變失穩判據研究[J].中國安全科學學報,2022,(05):104-111.
[139]陳奕陽,楊建華,蔡濟勇,姚池.深埋隧洞開挖圍岩爆破損傷的PPV閾值研究[J].爆破,2018,35(04):34-39.
[140]任長吉,佴磊,劉永平.鑽爆法施工條件下圍岩損傷範圍的確定[J].路基工程,2008(03):8-9.
[141]夏文俊,盧文波,陳明,嚴鵬,劉達,胡浩然.白鶴灘壩址柱狀節理玄武岩爆破損傷質點峰值振速安全閾值研究[J].岩石力學與工程學報,2019,38(S1):2997-3007.
[142]葉紅宇,楊小林,卓越.基於損傷累積的爆破振動主頻衰減規律試驗研究[J].礦業研究與開發,2019,39(04):92-96.
[143]李秀茹,郭恩棟,張文靜,蔣越,王祥建.基於離散元法的爆破荷載作用下深埋隧道失穩破壞模擬研究[J].災害學,2019,34(01):87-93.
[144]胡學龍,璩世傑,李克慶.基於統一強度理論的岩石彈塑性損傷模型研究[J].中國礦業大學學報,2019,48(02):305-312.
[145]許夢飛,薑諳男,蔣騰飛,張子龍,於海.考慮循環爆破效應的Hoek-Brown彈塑性損傷模型及其工程應用[J].岩石力學與工程學報,2020,39(S1):2683-2692.
[146]謝福君,張家生,陳俊樺.衝擊荷載作用下岩石壓動態和拉動態損傷模型[J].中南大學學報(自然科學版),2019,50(02):420-427.
[147]朱傳雲,喻勝春.爆破引起岩體損傷的判別方法研究[J].工程爆破, 2001,7(1): 12-16.
[148]閆長斌,徐國元,楊飛.爆破動荷載作用下圍岩累積損傷效應聲波測試研究[J].岩土工程學報,2007(01):88-93.
[149]侯朝炯,王襄禹,柏建彪,孟寧康,吳文達.深部巷道圍岩穩定性控制的基本理論與技術研究[J].中國礦業大學學報,2021,50(01):1-12.
[150]張枝偉,雷興海,吳桂義,李強,李飛.不同裝藥結構爆破掘進時巷道圍岩損傷規律分析[J].煤炭工程,2022,(03):125-130.
[151]張林.泥岩砂岩互層隧道光面爆破圍岩損傷試驗研究[J].四川建築,2021,41(01):126-128.
[152]吳澤南.地應力對岩石爆破開裂及爆炸地震波傳播的影響機理[D].導師：楊建華.南昌大學,2020.
[153]楊建華,孫文彬,姚池,張小波.高地應力岩體多孔爆破破岩機制[J].爆炸與衝擊,2020,(07):118-127.
[154]SUNWOO C. Suggestions of rock classification methods for blast design and application to tunnel blasting[J]. Tunnelling and Underground Space Technology, 2006,21(3-4).
[155]SERESHKI F, HOSEINI S M, ATAEI M. Blast fragmentation analysis using image processing[J].International Journal of Mining and Geo-Engineering,2016,50(2): 211-218.
[156]SINGH A, SCOBLE M, LIZOTTE Y, et al. Characterization of underground rock fragmentation[J]. Geotechnical & Geological Engineering,1991,9(2):93-107.
[157]M.MONJEZI, H.DEHGHANI. Evaluation of effect of blasting pattern parameters on back breaks using neural networks [J]. International Journal of Rock Mechanics and Mining Sciences, 2008, 45(8): 1446-1453.
[158]王南博.隧道爆破設計參數之模式分析[D].國立成功大學礦冶及材料科學研究所碩士論文，1988.臺南市.
[159]彭文飛,餘騰鐸,遊象麟,吳偉誠. 設定最佳化之電子雷管微差爆破延時進行減震-以新城山礦場為例[J].臺灣鑛業,2022,74(1)：23-32.
[160]王立邦.水中爆破破碎法於城市採礦之應用[J].土木水利，2017,44(6)，30-32.
[161]黃俊鴻、鄧源昌、歐怡岑、柯永彥. 垂直孔爆破試驗引致振動之量測與分析[J].中國土木水利工程學刊,2017,29(3):183-194.
[162]東兆星,王樹仁.掏槽方式及掏槽參數的優化研究[J].爆炸與衝擊,1998(04):94-99.
[163]劉春富,陳炳祥.彎山隧道的深孔光面爆破[J].岩石力學與工程學報,1998(01):81-87.
[164]張奇,楊永琦,員永峰,王小林,林大超.直眼掏槽爆破效果的影響因素分析[J].岩土力學,2001(02):144-147.
[165]張國華. 基於圍岩累積損傷效應的大斷面隧道施工參數優化研究[D].中國科學院研究生院（武漢岩土力學研究所）,2010.
[166]郝廣偉,張萬志,李世堂,董萬新,徐幫樹.不同循環進尺下水平層狀岩隧道爆破成型研究[J].地下空間與工程學報,2020,16(S1):316-322.
[167]王漢軍,黃風雷,張慶明.岩石定向斷裂爆破的力學分析及參數研究[J].煤炭學報,2003(04):399-402.
[168]Persson P A, Holmberg R, Lee J. Rock blasting and explosives engineering[M]. CRC press, 2018.
[169]戴俊,楊強,李傳淨,盧金宇.層次分析法在隧道掏槽爆破中的應用[J].河南科技大學學報(自然科學版),2018,(04):67-72+8.
[170]王漢軍,黃風雷,張慶明.岩石定向斷裂爆破的力學分析及參數研究[J].煤炭學報,2003(04):399-402.
[171]戴俊.基於有效保護圍岩的定向斷裂爆破參數研究[J].遼寧工程技術大學學報,2005(03):369-371.
[172]羅勇,沈兆武.聚能藥包在岩石定向斷裂爆破中的應用研究[J].爆炸與衝擊,2006(03):250-255.
[173]羅勇,沈兆武.切縫藥包岩石定向斷裂爆破的研究[J].振動與衝擊,2006(04):155-158+184-185.
[174]蘇洪. 爆炸荷載下圍岩損傷斷裂主動控制技術及機理研究[D].中國礦業大學(北京),2018.
[175]種玉配,齊燕軍,劉書奎.PVC管聚能爆破法在水平砂泥岩隧道中的應用[J].重慶交通大學學報(自然科學版),2021,40(03):116-120.
[176]吳波,韋漢,徐世祥,黃勁松,張景龍,李華隆.不同裝藥結構的雙向聚能藥包爆破數值研究[J].工程爆破,2021,(01):14-21.
[177]梁為民,LIU Hong-yuan,周豐峻.不耦合裝藥結構對岩石爆破的影響[J].北京理工大學學報,2012,32(12):1215-1218+1228.
[178]張迅.光面爆破不耦合裝藥參數優化的試驗研究[J].工程爆破,2019,25(06):27-31.
[179]洪志先,郭超,熊宏武,蔣海波,陶明.側壓係數對不耦合裝藥爆破影響數值模擬研究[J].爆破,2019,36(03):65-75+89.
[180]劉江超,高文學,王林臺,曹曉立,張聲輝,韋嘯.水封爆破裝藥結構優化數值分析及其應用[J].振動與衝擊,2020,39(09):57-62+96.
[181]李曉傑,曲豔東,閆鴻浩,趙錚.中深孔爆破分層裝藥分層填塞研究[J].岩石力學與工程學報,2006(S1):3269-3275.
[182]林雲,程康.隧道光面爆破空氣間隔裝藥不耦合係數研究[J].土工基礎,2013,27(05):44-47
[183]唐海,易帥,王建龍,丁安松,焦兵.考慮裂隙岩體爆破損傷的裝藥結構研究[J].爆破,2019,36(01):70-76+89.
[184]郭雲龍,康永全,孫崔源,孟海利,薛裏.隧道光面爆破護壁裝藥結構數值模擬分析[J].鐵道建築,2020,60(04):123-126.
[185]路平. 考慮流固耦合的富水軟岩隧道力學特性及合理注漿參數研究[D]. 中南大學, 2012.
[186]王雪.地鐵隧道軟弱富水圍岩注漿漿液擴散機制與模式研究[D].青島理工大學,2018.
[187]黃文華,張雲.基於漿液擴散的軟弱圍岩隧道注漿加固效果研究[J].公路,2021,(08):355-359.
[188]邱明明, 薑安龍, QiuMingming, et al. 地鐵盾構隧道壁後注漿漿液壓力分佈模型[J]. 現代隧道技術, 2013, 50(4):115-121.
[189]李鵬飛，張頂立, 趙勇, 張成平.海底隧道複合襯砌水壓力分佈規律及合理注漿加固圈參數研究[J]. 岩石力學與工程學報, 2013, 31(2):280-288.
[190]張聰,陽軍生,謝亦朋,戴勇,梁雄,龔方浩.非均質軟弱圍岩隧道注漿加固圈分佈特性[J].交通運輸工程學報,2019,(03):58-70.
[191]XU Z,WANG X,LI S,et al. Parameter optimization for the thickness and hydraulic conductivity of tunnel lining and grouting rings[J]. KSCE Journal of Civil Engineering,2019,23(6):2772-2783.
[192]李術才, 鄭卓, 劉人太,等. 考慮漿-岩耦合效應的微裂隙注漿擴散機制分析[J]. 岩石力學與工程學報, 2017, 036(004):812-820.
[193]朱光軒, 張慶松, 劉人太,等. 基於滲濾效應的沙層劈裂注漿擴散規律分析及其ALE演算法[J]. 岩石力學與工程學報,2017,(S2):4167-4176.
[194]El TANI M. Grouting rock fractures with cement grout[J]. Rock mechanics and rock engineering,2012,45(4): 547-561.
[195]張順金. 砂礫地層滲透注漿的可注性及應用研究[D]. 長沙:中南大學,2000.
[196]王曉晨,劉人太,楊為民,等.考慮水泥漿液析水作用的水平裂隙注漿擴散機制研究[J].岩石力學與工程學報,2019,038(005):1005-1017.
[197]張丁陽.裂隙岩體動水注漿擴散多場耦合機理研究[D].導師：隋旺華.中國礦業大學,2018.
[198]Huang D, Cui S, Li X. Wavelet packet analysis of blasting vibration signal of mountain tunnel[J]. Soil Dynamics and Earthquake Engineering, 2019, 117: 72-80.
[199]邵偉. 地鐵隧道圍岩穩定性分析與錨注支護研究[D]. 青島:山東科技大學, 2008.
[200]肖旺. 考慮峰後特性的隧道圍岩錨杆支護力學機制[D]. 長沙:湖南大學, 2016.
[201]CUI L, ZHENG J-j, SHENG Q, PAN Y. A simplified procedure for the interaction between fully-grouted bolts and rock mass for circular tunnels. Computers and Geotechnics 2019, 106:177-192.
[202]OSGOUI RR, Ünal E. An empirical method for design of grouted bolts in rock tunnels based on the Geological Strength Index (GSI). Engineering Geology 2009, 107(3-4):154-166.
[203]DEB D, DAS KC. Modelling of fully grouted rock bolt based on enriched finite element method. International Journal of Rock Mechanics and Mining Sciences 2011, 48(2):283-293.
[204]WANG Q, QIN Q, JIANG B, et al. Study and engineering application on the bolt-grouting reinforcement effect in underground engineering with fractured surrounding rock[J]. Tunnelling and Underground Space Technology,2019,84: 237-247.
[205]WU Y, HAO Y, TAO J, et al. Non-destructive testing on anchorage quality of hollow grouted rock bolt for application in tunneling, lessons learned from their uses in coal mines[J]. Tunnelling and Underground Space Technology, 2019, 93: 103094.
[206]宋洋,王賀平,常泳濤,等.含貫通節理岩體錨固介面應力分佈規律分析[J].防災減災工程學報,2020,40207 (3):387-394.
[207]張培勝.岩土錨杆的錨固力學特性研究[D].重慶:重慶大學,2003.
[208]朱訓國,楊慶.全長注漿岩石錨杆中性點影響因素分析研究[J].岩土力學,2009,30(11):3386-3392.
[209]曾開華,鞠海燕,張常光.深埋圓形隧道彈塑性位移統一解及其比較分析[J]. 岩土力學,2011,32(5):1315-1319.：
[210]周勇,朱彥鵬.預應力錨杆柔性支護體系的錨杆抗拔力研究[J].岩土力學,2012,(02):415-421.
[211]王軍,羅章.受錨岩土的力學特性與時效承載穩定性分析[M]. 北京:化學工業出版社, 2020.
[212]蔡美峰.岩石力學與工程[M].北京:科學出版社,2013.
[213]俞茂宏.線性和非線性的統一強度理論[J].岩石力學與工程學報,2007,(04):662-669
[214]張志增,李仲奎,許夢國.橫觀各向同性岩體中深埋圓形巷道的位移解析解[J].黃金,2010,31(3):23-26.
[215]朱建林.基於流變分析的軟岩隧道讓壓支護理論研究[D].四川:西南交通大學,2019.
[216]曹瑞琅,段慶偉,趙宇飛,等.基於Hoek-Brown準則西原模型的圓形隧洞黏彈塑性解[J].水利水電技術,2017,(04):64-71.
[217]PANET M.Time-dependent deformations in underground works[C].International Society forＲock Mechanics. Proceeding of the fourth international congress on rock mechanics.Ｒotterdam: A.A.Balkema， 1979:279-289.
[218]楊友彬, 鄭俊傑,賴漢江,等.一種改進的隧道開挖應力釋放率確定方法[J].岩石力學與工程學報,2015,34(11):2251-2257.
[219]劉萬榮,馬海峰.考慮中間主應力的地下硐室圍岩穩定性分析[J].中國安全科學學報,2014,24(9):116-121.
[220]張華偉,彭文慶.錨杆注漿聯合支護大斷面煤倉硐室圍岩穩定性研究[J]. 湖南科技大學學報(自然科學版),2008(03):14-17.
[221]楊陽.注漿錨固體強度強化特徵及應用研究[D].河南理工大學,2009.
[222]易梅輝,高文華等.基於流變理論的壓力型錨杆錨固段荷載傳遞機理研究[J]. 應用力學學報,2020,37(04):1556-1563+1860.
[223]鄭穎人,朱合華,方正昌等.地下工程圍岩穩定分析與設計理論[M].北京:人民交通出版社,2012.
[224]董恩遠,王衛軍,馬念傑,等.考慮圍岩蠕變的錨固時空效應分析及控制技術[J]. 煤炭學報,2018,43(5):1238-1248.
[225]王軍,曹平,林杭.錨土介面位移特徵及其蠕變損傷耦合效應研究[J]. 中國礦業大學學報,2018,47(02):289-295.
[226]勾攀峰,辛亞軍.深井巷道圍岩錨固體流變控制力學解析[J].煤炭學報,2013,38(12):2119-2125.
[227]SHAO-HUA LI,MING-JU ZHANG,PENG-FEI LI.Analytical solutions to ground settlement induced by ground loss and construction loadings during curved shield tunneling[J].浙江大學學報（英文版）
[228]陳登國,高召寧,趙光明,李順順,趙呈星. 基於錨固力學效應巷道圍岩穩定性分析[J]. 煤炭學報,2020,45(03):1009-1019.
[229]穀拴成,周攀,黃榮賓. 錨杆-圍岩承載結構支護下隧洞穩定性分析[J]. 岩土力學,2018,39(S1):122-130.
[230]龍景奎.深部巷道圍岩協同錨固機理[J].採礦與安全工程學報,2016,(01):19-26.
[231]辛法,崔嵐,張軍.考慮開挖面空間效應的圍岩虛擬支護力分析[J].地下空間與工程學報, 2019, 15 (3):153-160.
[232]代翼飛.基於層狀材料複合理論的加錨岩體等效彈性性質的研究[D].武漢理工大學, 2006.
[233]孟強.錨固圓形隧洞解析解及可靠性分析[D].河南理工大學,2014.
[234]郭罡業,白永明,鄧世龍,汪佔領,張俊滿,張旭光.預應力錨杆錨固段軸應力分佈區間影響因素研究[J].中國礦業,2021,(03):83-87+129.
[235]孫琦,周軍,林鵬.基於LS-DYNA的彈體撞水過程流固耦合動力分析[J].系統仿真學報,2010,(06):1498-1501.
[236]修宗祥,楊秀娟,閆相禎,馮永訓.水下鑽孔爆破不同起爆方式的數值模擬[J].中國港灣建設,2009,(01):9-12.
[237]Amini H, Gholami R, Monjezi M, et al. Evaluation of flyrock phenomenon due to blasting operation by support vector machine[J]. Neural Computing and Applications, 2012, 21(8): 2077-2085.
[238]趙凱,趙丁鳳,張東,莊海洋,陳國興. 地鐵隧道毫秒延時爆破環境振動特性研究[J].爆炸與衝擊, 2020, 40(10): 134–143.
[239]羅陽,楊建輝,胡東榮.小淨距隧道圍岩的爆破振動影響規律研究[J].地下空間與工程學報,2021,(04):1309-1313+1336.：
[240]季相臣,傅洪賢,孔恒,高宇璠.大跨小間距隧道微振鑽爆施工及中夾岩振動特性研究[J]. 中國公路學報, 2021, 34(04): 220–230.
[241]曹安生,王光勇,頓志林,任連偉,孫曉旺. 循環爆炸作用下地下洞室的動態响應及損傷累積[J].高壓物理學報,2021,35(02):156–165.
[242]H. An, H. Liu, H. Han, Hybrid finite-discrete element modelling of excavation damaged zone formation process induced by blasts in a deep tunnel, Advances in Civil Engineering. 2020 (2020).
[243]S. Hu, S. Pang, Z. Yan, A new dynamic fracturing method: deflagration fracturing technology with carbon dioxide, Int J Fract. 220 (2019) 99–111.
[244]Z.-X. Zhang, L.Y. Chi, Y. Qiao, D.-F. Hou, Fracture Initiation, Gas Ejection, and Strain Waves Measured on Specimen Surfaces in Model Rock Blasting, Rock Mech Rock Eng. 54 (2021) 647–663.
[245]P. Qiu, Z. Yue, Y. Ju, J. Zhao, Characterizing dynamic crack-tip stress distribution and evolution under blast gases and reflected stress waves by caustics method, Theoretical and Applied Fracture Mechanics. 108 (2020) 102632.
[246]黃發林.柱形裝藥爆破作用下岩石破壞分區理論解析[J].鐵道科學與工程學報,2019,(01):162-167.
[247]周永強,盛謙,李娜娜,付曉東.不同應變率下岩石材料強度和模量的動態增強因數模型研究[J].岩石力學與工程學報,2020,(S2):3245-3259.
[248]黃佑鵬,王志亮,畢程程. 岩石爆破損傷範圍及損傷分佈特徵模擬分析[J].水利水運工程學報,2018,(05):95-102.
[249]劉閩龍, 陳士海, 孫傑, 何方, 揭海榮. 淺埋小淨距隧道爆破損傷探測及數值模擬分析. 爆炸與衝擊 2021;41:149-57.
[250]Xiaogang LI, Xianqi Z, Hangpeng Y, Xiaoqiang FU, Jin YU. Blasting Vibration Control and Damage Determination of Interlaid Rock in a Tunnel with Large Spans and Short Distances. Tunn Constr 2022;42:406.
[251]龍源,馮長根,徐全軍,季茂榮,張冀峰.爆破地震波在岩石介質中傳播特性與數值計算研究[J].工程爆破,2000,(03):1-7.
[252]Gong F-Q, Si X-F, Li X-B, Wang S-Y. Dynamic triaxial compression tests on sandstone at high strain rates and low confining pressures with split Hopkinson pressure bar. Int J Rock Mech Min Sci 2019;113:211-9.
[253]Hokka M, Black J, Tkalich D, Fourmeau M, Kane A, Hoang N-H, et al. Effects of strain rate and confining pressure on the compressive behavior of Kuru granite. Int J Impact Eng 2016;91:183-93.
[254]Xu P, Yang R, Zuo J, Ding C, Chen C, Guo Y, et al. Research progress of the fundamental theory and technology of rock blasting. Int J Miner Metall Mater 2022;29:705-16.
[255]王傳利.空氣間隙小耦合裝藥爆破作用的理論和實驗研究[D].武漢科技大學,2012.
[256]吳亮,盧文波,宗琦.岩石中柱狀裝藥爆炸能量分佈[J].岩土力學,2006,27(5):735-739.
[257]宗琦,羅強.炮孔水耦合裝藥爆破應力分佈特性試驗研究[J].實驗力學, 2006,21(3):393-398.
[258]王聰聰,黃小彬,黃慎,韓雪靖.深部爆破引起的裂隙擴展範圍的研究[J].有色金屬(礦山部分),2018,(01):71-74+80.
[259]顧文彬,王振雄,陳江海,劉建青,陸鳴,徐浩銘.裝藥結構對爆破震動能量傳遞及爆破效果影響研究[J].振動與衝擊,2016,35(02):207-211.
[260]葉志偉,陳明,魏東,盧文波,劉濤,吳亮.不耦合裝藥爆破孔壁壓力峰值的實驗研究[J].爆炸與衝擊,2021,(05):115-124.
[261]韓飛.隧道爆破炮孔堵塞作用機理及其試驗研究[D].長沙理工大學,2015.
[262]馬春德,劉澤霖等.大斷面隧道掘進中炮孔快速堵塞新方法研究[J].礦冶工程,2020,(04):6-9.
[263]王聰聰,黃小彬,黃慎,韓雪靖.深部爆破引起的裂隙擴展範圍的研究[J].有色金屬(礦山部分),2018,(01):71-74+80.
[264]費鴻祿,洪陳超.應力波和爆生氣體共同作用下裂隙區範圍研究[J].爆破,2017,(01):33-36+107.
[265]王妍,姚多喜,魯海峰.高水壓作用下煤層底板隔水關鍵層彈性力學解[J].煤田地質與勘探,2019,(01):127-132+137.
[266]傅鶴林,安鵬濤,李凱,等.隧道穿越高壓富水斷層破碎帶過程分析[J].現代隧道技術,2020,57(S1):458-465.
[267]曹明星,李建旺,周喻.高速公路隧道穿越淺埋段地層聯合快速施工法研究[J].地下空間與工程學報,2020,16(S2):777-782.
[268]閻錫東,高軍,韓翡,等.隧道穿越活動斷裂帶風險評價研究及工程應用[J].現代隧道技術,2020,57(05):10-22+60.
[269]宋肖龍,高文學,季金銘,等.爆破振動對隧道圍岩累積損傷效應的影響[J].振動與衝擊,2020,39(24):54-62.
[270]於建新,郭敏,陳晨,等.城市超淺埋小淨距隧道爆破振動响應特性研究[J].土木工程學報,2020,53(S1):272-277.
[271]Yan Zhao, Ren liang Shan, Hai long Wang. Research on vibration effect of tunnel blasting based on an improved Hilbert–Huang transform[J]. Environmental Earth Sciences,2021,80(5), 1-16.
[272]於建新,陳衛忠,楊建平,等.上下交叉隧道爆破振動控制技術研究[J].岩土力學,2014,35(S2):445-452.
[273]李克先,趙繼增,雷剛.隧道控制爆破深大減振孔減振效果對比[J]. 隧道建設,2015,35(06):595-600.
[274]趙健,李振存,郭昕,等.汽車荷載作用下瀝青路面公路動力响應數值模擬[J].鐵道科學與工程學報,2012,9(05):83-89.
[275]胡時勝,劉劍飛,王正道,等.低密度多孔介質的緩衝和減振[J].振動與衝擊,1999(02):41-44+99.