Fist of all, on the basis of the research of agone boffins, this author investigates the interaction mechanism of bolts and rock, and introduces the elastic ? lastic analytical resolution which is consist of the liner structure, the equivalent reinforced wall rock and the original wall rock in the simple loading from the equivalent well - proportioned view ; this solution is very important meaning for the engineering design. on the basis of coulomb friction model, the author introduces the finite element equation of the contact problem in order to provide the academic foundation for the application of msc. marc. finally, combining the engineering practice of the non - linear analysis of shield tunnel through yellow river of the south - north water transfer and using the model of friction, the author researched the evolution law of stress and displacement field in the structure of grouted rock bolts, and analyzed the effect to the stress and deformation of surrounding rock mass due to anchor supports
首先，在前人研究成果的基礎上，對
錨桿與圍
巖的相互作用機理進行研究，利用全長
錨固
錨桿的中性點理論，從等效均化的角度來考慮
錨桿對圍
巖的加固作用，並推導了在簡單荷載作用下，含有襯砌、等效加固后的圍
巖、原始圍
巖三者的彈塑性解析解，對工程設計有著重要的參考意義；在數值模擬方面，以考慮
錨固圍
巖滿足規則化庫侖摩擦模型為基礎，利用虛功原理推導了接觸問題的有限元方程的計算格式，為開發運用大型商用有限元軟體msc . marc提供了理論根據，也形成了本文的理論基礎：最後，論文以南水北調東線穿黃隧洞穩定性分析項目為工程實例，利用本文所述的接觸問題的摩擦模型理論，對
錨桿支護結構的應力場、位移場的變化規律進行了研究，分析了加
錨支護對隧洞圍
巖應力、變形的影響。
Paper barrel insertion grouting for the rock anchor
巖石
錨桿紙筒填塞法注漿工藝
As one of the. most effective rock shoring forms, rock - bolt reinforcement is still in use combining with some shoring forms such as three - dimensional vegetable netting, insufflating - virescence reinforcement, sash reinforcement and their effects are very distinctly
但作為減小
巖體側向變形、增強邊坡穩定的
錨桿支護作為最有效的
巖質邊坡的支護方式之一，仍廣泛地於三維植被網、邊坡綠化噴播、框格防護等形式結合進行邊坡防護，效果非常明顯。
( 7 ) the destroyed area came into being in the condition of supports, such as tensile at vault and floor, shearing at nance and corner of wall
而且，
錨桿支護對圍
巖變形有較好的控製作用， 3 . 5m長
錨桿可使拱頂下沉下降40左右，底板隆起下降34 。
5 when a piton is intentionally removed it should be replaced with a fixed hanger or ringbolt
5為某因素而特意移除
巖釘時，應以固定耳片或環形
錨栓加以更換。
Where good natural protection is not available a fixed hanger or ringbolt should replace the piton
若該處並無良好的天然支點，則應以固定耳片或環形
錨栓取代該
巖釘。
The design of hoisting cableway in wudang mountain xuan regnal palace according to the characteristic and requirements of cableway design in the view and in line with the principle of advanced technology, reasonable economy, safety and appliance, includes the general arrangement of cableways, calculation of skyline and wookline, checking computation of the support and the anchorage, productivity calculation
摘要根據景區架空索道設計的特點及要求，本著技術先進、經濟合理、安全適用的原則，對武當山南
巖宮玄帝殿吊裝索道進行設計，包括索道總體布置、承載索與工作索設計、支架與
錨碇的驗算，並進行生產率的計算。
Application of complete bolting support on rock roadway
全
錨支護在
巖巷中的應用
This paper describes the construction technique of offshore anchoring rod rock - socketed piles for dalian beiliang oil product terminal, with the emphasis laid on the construction method of offshore construction platform, cleaning up inside piles, rock - socketed anchoring rod, and anchoring bolt, as well as means for dealing with special situations during construction
摘要介紹大連北良石化成品油裝卸碼頭海上描桿嵌
巖樁施工技術，著重介紹海上施工平臺、樁內清理、嵌
巖錨桿、
錨固硅的施工方法及施工中特殊情況的處理。
The rock anchor beam is the most difficult and demanded in excavating underground factory, its quality will affect its safety of performing later, as a result, a better quality and smaller crushedregion is demanded
在水電站地下廠房開挖中，
巖錨梁開挖難度大、質量要求高，該部位成型質量的好壞將直接影響今後廠房內吊車的運行安全。
巖錨梁開挖要求其具有良好的開挖輪廓面和較小的破壞范圍。
The analysis by numerical simulations of support with bolts and net in the soft rocks and application
軟弱圍
巖錨網索支護數值模擬分析與應用
Time series prediction for deformation of surrounding rocks in soft rock bolt - grouting roadway
軟
巖錨注巷道圍
巖變形量的時序預測
Research on safety standard for rock anchor beam under blasting vibration in large underground powerhouse
大型地下廠房
巖錨梁爆破安全控制標準研究
Calculation of the stress - field of prestressed rock anchor
預應力
巖錨的應力場計算
Rock anchor beam is selected as the studied object, the parameter of blasting and its parameter selection are studied in the paper
本文以水電站地下廠房
巖錨梁爆破開挖為研究對象，重點研究了影響爆破效果的參數及其選擇。
At first, the author has analyzed the destroy style and mechanism of blasting, studied various factors which influence on the effect and supporting design of rock anchor beam of underground hydroelectric power station
在首先分析爆破機理的基礎上，探討並確定了影響地下廠房
巖錨梁爆破開挖成型質量和穩定性的各種因素。
Study and application of supporting mechanism of combined support of bolting - grouting and prestressed cable anchor in large broken zone surrounding rock
大松動圈圍
巖錨注與預應力
錨索聯合支護技術的機理與實踐
An analysis of destabilizing pattern and mechanism of rock - anchored crane beam by dda
用非連續變形法分析
巖錨吊車梁失穩形式及機理
This thesis discussed the design principia and desige method from the engineering point of view., and give out its own view about the selection of development of the hydropower station, layout of the underground cavern mass, selection of method for stability analysis on the surrounding rocks and support, and design of the rock anchorage crane beam. some conclusions assumed from the research and design of jiangkou power house is quite useful for all the underground hydropower station
本文結合江口電站，從工程的角度對地下廠房的設計原則、設計重點進行了詳細論述，對電站開發方式的選擇，地下洞室群的布置特點，圍
巖的穩定性分析及支護方式選擇以及
巖錨吊車梁的設計方法進行了研究和論證。本文的觀點和結論對地下廠房工程設計有著一定的普遍意義。
The load and displacement distribution characteristic of anchor cable and host rock medium were compared single anchor with anchor cable group
比較了群錨與單錨作用下的巖錨本身及宿主介質的荷載、位移分佈特徵。
