According to the feature that deformation resulted from water absorption and mildew appear mainly on the rabbet surface of ccf, this paper adopts rsst to spray a special waterproof sealant on rabbet surface of ccf, so that the sealant can get into fiberboard to certain extent by means of capillarity and penetration, blockage the holes between fibers and capillary, cut up passage of water and change the properties of soakage and sorption to water in capillarity and fiber. at the same time, solidified sealant can form a compact waterproof pellicle on rabbet surface so as to prevent water and humidity from fiber ' s expansion and mildewing
針對吸水變形、霉變主要發生在地板企口表面的特徵，採用企口表面全封閉法，在復合強化地板企口表面噴塗特殊的防水封閉劑，使其依靠毛細管作用及
滲透作用進入板內一定深度，堵塞木纖維之間的空隙及毛細孔通道，
截斷水分傳遞的渠道，並改變毛細孔壁及纖維的表面性質以不利於水的浸潤與吸附，同時其固化后能在企口表面形成一層緻密的憎水薄膜，防止水分、濕氣從企口侵入板內引起木纖維膨脹變形、發霉等現象。
Discusses the optimizing process of treatments of the main technical problems, which include the construction schedule, the field plan and t he balance of earth and rock works, method of the river closure and cofferdams sections, procedure and time of the river colsure, form of the cutoff, construct ion of the cut - off walls
論述了三峽大江
截流及二期圍堰實施過程中的施工進度計劃、料場規劃與土石方平衡、
截流方式與圍堰斷面形式、
截流進占程序和時段、防
滲形式、防
滲墻施工等主要技術問題的優化完善過程
It is suggested that the impervious wall combined with curtain grouting should be taken as the main vertical impervious body for seepage control, and that the full use of slope wash and fully weathered zone as horizontal impervious blanket should be taken to reduce work load for seepage control
建議採取
截滲墻結合帷幕灌漿作垂直防
滲體為主的防
滲措施，同時充分利用坡積土和全風化帶作為水平防
滲鋪蓋以減少防
滲處理工作量。
High jet grouting technology applied to anti leakage project of songhuajiang river bank
高壓噴射灌漿技術在松花江堤防
截滲工程中的應用
Approaching on cutting pick isothermal quenching inside gas carburizing furnace
用氣體
滲碳爐進行採煤機
截齒等溫淬火的工藝探討
Reverse osmosis is in a salt water such as raw water than natural infiltration to exert greater pressure on the pressure and make the water from the high concentration side infiltrate low concentrations party to the original edema water pressure to the membrane elements on the other side into pure water and raw water minor impurities, colloid, organic matter, heavy metals, bacteria, viruses and other harmful substances and are all retained from the sewage discharge into export
反
滲透就是在有鹽份的水中如原水施加比自然
滲透壓力更大的壓力，使水由濃度高的一方
滲透到濃度低的一方，把原水腫的水分子壓到膜的另一邊變成純凈水，而原水中的細微雜質膠體有機物重金屬細菌病毒及其他有害物質都統統
截留下來並經污水出口排放掉。由於反
滲透膜的孔徑僅0 . 0001
It adopts holton model to calculate infiltration rate and remains, water balance equation and linear reservoir to calculate runoff, every parameter has a clear physics meaning and geography rule
採用霍爾坦模型計算下
滲率及
截留量，水量平衡方程和線形水庫進行柵格產匯流計算，模型的每個參數具有明確的物理意義和地理規律。
The influence of the selection of the shearing resistance and the seepage pressure on the reliability index is analyzed ; meanwhile, the influence of the distribution types, cut - tail and correlation of the stochastic variable on the reliability is discussed
接著分析了抗剪強度參數的選擇及
滲透壓力對可靠指標的影響，並討論了隨機變量的分佈類型、
截尾情況以及相關關系對可靠指標的影響。
The results of stochastic simulation indicate : ( 1 ) the reliability of simulating result is quite different by different simulation methods ; ( 2 ) sequential indicator simulation is a much more preferable way for the simulation of complicated heterogeneous reservoirs than truncated gaussian simulation, ( 3 ) the result of the former is more reliable matching with the true cases, while the latter shows a lower accuracy
結果表明： （ 1 ）不同模擬方法建立的微相分佈模型的可靠程度不同； （ 2 ）
截斷高斯模擬不能真實再現相序關系復雜的微相分佈，結果出現局部失真現象； （ 3 ）序貫指示模擬適用於非均質性復雜的低
滲儲層微相展布的描述，結果具有可信性和預測性。
Viewed from this angle, we find that in the theory of thomas aquinas, a representative figure of medieval philosophy, belief and reason are two interrelated and interpenetrated constituent elements, which are connected with each other intrinsically and necessarily, rather than two independent systems that were mixed together occasionally and unnecessarily
從這種角度看問題，我們發現，在中世紀哲學的集大成者多瑪斯?阿奎那的思想體系中，信仰與理性並不是兩種
截然不同的思維方式，神學與哲學也不是兩個被無原則地摻和在一起的理論體系，而是兩個相互
滲透和相互作用的、有著必然的內在聯系的構成要素。
Abstract : a brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units
文摘:介紹三峽工程的科研項目，綜述三峽工程開工以來的主要科研成果及工程應用情況，包括：一期土石圍堰基礎處理與施工技術；大江
截流上下游土石圍堰平拋墊底研究；二期圍堰防
滲工程研究；大江
截流計算機科學管理；大壩混凝土澆築方案及主要施工機械選型；混凝土的原材料和耐久性優化試驗研究；大壩基礎深層抗滑穩定研究；三峽電站進水口型式研究；鋼襯鋼筋混凝土引水管道研究；蝸殼打壓、廠壩間伸縮節問題研究；永久船閘的引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻的結構與支護研究；特大型水輪發電機組的科學研究。
A brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units
介紹三峽工程的科研項目，綜述三峽工程開工以來的主要科研成果及工程應用情況，包括：一期土石圍堰基礎處理與施工技術；大江
截流上下游土石圍堰平拋墊底研究；二期圍堰防
滲工程研究；大江
截流計算機科學管理；大壩混凝土澆築方案及主要施工機械選型；混凝土的原材料和耐久性優化試驗研究；大壩基礎深層抗滑穩定研究；三峽電站進水口型式研究；鋼襯鋼筋混凝土引水管道研究；蝸殼打壓、廠壩間伸縮節問題研究；永久船閘的引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻的結構與支護研究；特大型水輪發電機組的科學研究。
Preliminary analysis on seepage discharge of closure dike
截流戧堤堰體
滲流量初步研究
Application of seepage wall to the seepage control of dike
截滲墻技術在堤壩防
滲中的應用
Anti - permeation and strengthening technology for cement mixing pile
多頭小直徑水泥土攪拌樁
截滲技術及應用
Application of cement - soil mixing pile in dam seepage control
超深混凝土攪拌樁
截滲墻在黃河上的應用
Inview of the leakage of some mine efflent retention dams in china, the characteristics of the engineering constructions, the causes for the leakage and the leakage flow route are analyzed and engineering control measures are suggested in combination with the engineering practice
針對我國有關礦山
截污庫壩
滲漏的情況，分析研究了工程構築物的特點、
滲漏原因及
滲流途徑，結合工程實際，提出了工程治理對策。
Abstract : inview of the leakage of some mine efflent retention dams in china, the characteristics of the engineering constructions, the causes for the leakage and the leakage flow route are analyzed and engineering control measures are suggested in combination with the engineering practice
文摘:針對我國有關礦山
截污庫壩
滲漏的情況，分析研究了工程構築物的特點、
滲漏原因及
滲流途徑，結合工程實際，提出了工程治理對策。
Analyses of the monitored seepage data of the sand case dam with clay core of jilihe reservoir show that the impervious effect of the clay core is good, that the blanket in the front of the dam has little impervious effect, and that seepage failure will probably take place because of the weak cutoff groove and the large seepage gradient
摘要對吉利河水庫粘土心?砂殼壩的
滲流觀測資料分析表明，該壩粘土心?的防
滲效果較好，但壩前鋪蓋沒起到防
滲作用，且
截滲槽較薄弱，
滲透比降較大，可能發生
滲透破壞。
Preliminary evaluation on seepage prevention effect produced by steel sheet pile at honghu lake ' s changjiang dyke reach
洪湖長江干堤鋼板樁防滲墻截滲效果初步評價
