landslide area 中文意思是什麼

Analytical and calculative method of stability of mingshan landslide in the three gorges reservoir area

三峽庫區名山滑坡穩定性的計算分析

The content of this thesis, through the deformation destruction process of th e typical nanlidu landslide along the national highway 318, uses the finite unit a nalysis of computation, revealing the elastic, plastic stress and displacement of each joint inside the slide area pointing out the distribution range of the tension stress and the plastic deformation range, computering the stability safety factor of the slide area, gaining the fixed quantity, quota that evaluates the stability of the slide area, revealing the position of the slide area which is most likely to los e its stability, thus, it can provide theoretic proof for the programs which renova te landslides

本文的研究內容是通過318國道南里渡典型滑坡的變形破壞過程，採用有限元計算分析，揭示滑體內部每個節點上的彈、塑性應力及位移，找出拉應力分佈區和塑性變形區，計算滑體穩定安全系數，得出衡量滑體穩定的定量指標，揭示滑體最可能失穩的部位，從而為滑坡整治方案提供理論依據。

Analysis on the landslide in the nanxi area, southeastern fujian

閩東南南溪滑坡分析

And the resuits are as follows : the main hazards in rural area were flood, water - logging, landslide and debris flow, whereas water - logging in cities ; the catastrophe was caused by the natural factors including the heavy rain due to the strong tropical storm, the mountainous terrain conditions in xiangjiang river basin, and the man - made factors including unreasonable project construction, the imperfect disaster warning mechanism, the weak consciousness on disaster prevention and the unperfect disaster risk transfer mechanism etc

結果表明：農村的主要致災因子是洪水、內澇、滑坡、泥石流，而城市主要為內澇；此次巨災是在強熱帶風暴引發的暴雨、湘江流域中上游多山的地形條件等自然因素，和工程建設不合理、災害預警機制不夠完善、人們防災意識薄弱以及災害風險轉移機制不夠成熟等人為因素的共同作用下導致的。

Gpr is a newly developed hi - tech survey technique used to detect shallow ground electric differences. we applied gpr to more than 100 projects in zhujiang river delta and hongkong, and obtained good reputations. the application scope involves stratigraphics division, outining of filled stones in the muddly beach, geotechnical prospecting of old wall, karst detecting in the limestone terrain, caving detecting, landslide and slop surveing, the division of wea - thering zone, onion weathering zone, fracture zone and fau - lted zone in the granite area, detecting of buried objects cable, metal nonmetal pipe, channel, air raid she - lter etc. underground in the urban city, archaeology, tracing of orebody, coal measures strata division, testing of the dam and grouting site, quality checking of the surface and foundation of the highway

的一種高新技術。我公司運用世界最先進的探地雷達設備在珠江三角洲地區和香港開展了百余項探地雷達檢測項目，獲得了良好的聲譽，並被作為深圳市建設局1998年度建設科技成果推廣項目。它主要應用於：山體土石方檢測路基不同回填物界面檢測填海回填物巖溶檢測樁基無損檢測地下管道探測地下隱蔽物探測考古斜坡滑體探測地質結構探測湖底探測高速公路路面及路基檢測。

The application study of stability analysis of landslide about the flac method in the three gorges reservoir area

法在三峽庫區滑坡穩定性分析中的應用

This paper, in the light of the special geological environment and actual project situation of the three gorges reservoir area, puts forward a comprehensive analysis and evaluation system suitable for the stability analysis of the bank landslide of the three gorges reservoir area under the premise of thorough consideration of the water influence on the stability of the bank landslide, and obtains the following achievements in several aspects that have the practical application significance and certain scientific research value : ( 1 ) it is discovered that the water activity is the primary factor of the formation of the new landslide and the revival of the ancient landslide. on the one hand, the rising underwater level reduces the actual stress of landslide ; on the other hand, the long time soaking of the underwater reduces the mechanics intensity of the landslide and the slide belt, both of which reduce directly the landslide stability ; ( 2 ) in view of the special condition of the three gorges reservoir area, this paper analyzes systematically the forces acted on the landslide of the three gorges reservoir area and the force varieties acted on the divided landslide when the water level changes between 175 meters and 145 meters. thus it is more scientific and comprehensive for the analysis of the forces acted on the landslide ; ( 3 ) this paper summaries systematically 10 kinds of typical computation projects by organic combinations of different kinds of situations in the dry season ( nature statue ), rainy season ( rainstorm or rains for a long time condition ), with 175m water level in the reservoir, during the earthquake, with the water level of the reservoir adjusted from 175m to 145m and so on, and produces

本文針對長江三峽庫區特殊的地質環境與工程實際情況，在充分考慮水對庫岸滑體穩定性影響的前提下，提出了一個適用於長江三峽庫岸滑坡體穩定性分析的綜合分析評價體系，並取得了如下幾個方面具有工程實際意義和一定科學研究價值的研究成果： （ 1 ）研究結果發現，水的活動是新滑坡形成或古滑坡復活的主要因素，一方面是由於地下水位升高降低了滑坡體的有效應力，另一方面是由於地下水的長期浸泡降低滑體及滑帶的力學強度，這兩方面的因素均將直接降低滑坡的穩定性； （ 2 ）針對三峽庫區的特殊條件，系統分析了作用於三峽庫區滑坡體上的力系和庫水位在175m與145m間變化時滑體條塊的受力變化，從而使對作用於滑坡體上的力系分析更科學、更全面； （ 3 ）通過對滑體處于旱季（天然狀態） 、雨季（暴雨或長期降雨狀態） 、 175m庫水位、地震以及庫水位由175m調節下降至145m等各種不同情況的有機組合，本文系統地歸納總結出了10種典型計算工況，並具體給出了相應的作用荷載的計算方法，使在庫區岸坡滑體穩定性分析評價時對計算工況選擇及其作用荷載的計算更具規范性； （ 4 ）具體運用c + + builder開發了關于滑坡體穩定性綜合分析評價系統，使對滑坡體穩定性分析計算更方便、更準確； （ 5 ）將上述滑坡體穩定性綜合分析評價系統應用於重慶市豐都縣名山滑坡穩定性分析的具體事例中，分析結果表明，本文所提出滑坡體穩定性綜合分析評價方法對三峽庫區的滑坡穩定性分析是實用可行的。

Construction scheme of tunnel passing through landslide area and fault zone

穿越坍方區及斷層帶的隧洞檢修洞施工方案

Predicting groundwater elevation of dashiban landslide area based on artificial neural net

的大石板滑坡區地下水位非線性預測

Reinforcement of surrounding rocks of tunnel in landslide area with grouting technology

注漿技術加固滑坡區隧道圍巖的分析研究

Consideration on the characteristics of rock in the landslide area around the three gorges reservoir

關於三峽庫區周邊坡體巖石特性的考察

The landslide affects the layout of the new city and emigration project of the changjiang gorges, and threatens the buildings in the landslide area

滑坡直接影響新城址的布局規劃和三峽庫區移民工程，威脅著滑坡區內已建成和正在建移民樓房的安全。

Sidaogou landslide situated at the north of yangtze river and the southwest of wushan new county, whether the landslide is steady or not relates to the reliability of bank reconstruction, dock building, roadbed along yangtze and the safety of the life and estate in the landslide area

四道溝滑坡位於長江北岸、巫山縣新城區之南西邊緣，該滑坡的穩定與否關繫到庫岸再造、碼頭興建以及沿江路基穩定的可靠度和滑坡區內人民群眾生命財產的安全。

According to the investigation of the huangtupo landslide area, the possibility of research for the prevention and control and the cognition of engineering management at the site in recent years, the paper studies on the distribution characteristic, material composition, stability and deformation characteristic of the landslide

摘要文章根據幾年來從事黃土坡滑坡區的勘查、可研及現場工程管理的認識，從滑坡分佈特徵、物質構成、穩定研究、變形特徵等方面對滑坡進行研究。

( 5 ) the hazard map is got by two kinds of methods of hazard assessment. after the analysis two kinds of assessment results both show that the most dangerous area in main urban area of wanzhou distributes the area along both sides of zhuxihe and the left side of yangtze river. this result agrees with the actual distribution of landslide, which proves that the assessment result is effective

（ 5 ）通過使用兩種危險性評價方法，得到危險性圖，對其分析發現兩種評價的結果都顯示，萬州主城區危險性最高的區域主要分佈在苎溪河兩岸和長江的左岸，這與實際的滑坡分佈基本吻合，這充分說明了評價結果的有效性。

They drove as far as they could before wading through the muddy water filled with rock debris from the landslide to the newly formed lake. the 40 - minute trek was followed by a 30 - minute journey by motorboat to the affected area

前往災區十分不容易，下車后要走四十分鐘，通過塌下的泥石流，到達新形成的湖后，再坐三十分鐘摩托船才到達鎮上。

After the reservoir sluices, the national highway 213 in this area will be submerged. so the national highway 213will increase its elevation to about 920 meters. in order to estimate the influence of the slope - sliding and bank - collapsing which caused by the reservoir sluices to the elevated highway, and to estimate possible emigration problem, stability analysis of landslide body no. l, 2, and 3 in i, ii area which located in bank accumulation body of zipingpu reservoir in national highway 213 is made by transfer coefficient method and 2 - d 3 - d fem in this paper

紫坪鋪水庫正常蓄水位高程877m ，水庫蓄水后將淹沒該段現國道213線，因此國道213線將改線抬高至920m高程附近，為正確評價因水庫蓄水造成的滑坡、塌岸對改線公路的影響，以及可能產生的移民問題，本文用傳遞系數法和二維、三維有限元方法對有可能失穩的213國道紫坪鋪庫區庫岸堆積體、區的1號、 2號、 3號滑坡體進行了穩定性分析。

Whereafter, based on the analysis on the flood influence for traffic lines, the research is centered on the following parts : firstly, the destroying modes, reasons and mechanism of flooded lines are discussed, and the frameworks and countermeasures of preventing and controlling hazards system are put forward ; secondly, the ways of region forecasting for the landslide are analyzed and the automation of landslide forecast for certain site through visual programming is realized. furthermore, the function of dynamic segmentation in arc view is made use of to realize the forecast result ' s visualization ; thirdly, the reasons and patterns of roadbed subsidence are discussed and the methods of forecasting subsidence based on the gm ( 1, 1 ) model are put forward. then the applications of the arcview software and its extended module on the study of roadbed subsidence are debates upon ; fourthly, an analysis on the sources of flood for traffic lines, which situate in the reservoir coverage area, is given

接著，論文探討了山區交通線路災害的特點、分類、時間和空間分佈規律以及災害的防治原則和對策等；然後，以洪水災害對交通線路的毀壞為主線，重點研究和分析了以下幾個問題：第一，探討了洪水對交通線路的破壞方式，水毀原因以及水毀機理，並提出了交通線路水毀防禦系統框架和對策；第二，分析了雨季邊坡塌方災害的區段預測方法；通過可視化編程，編制了雨季邊坡塌方災害的工點預報程序，並結合arcview實現了預測結果的可視化；第三，對路基沉陷原因和模式進行了分析，並提出利用gm （ 1 ， 1 ）模型對路基沉陷區進行分析和預測，最後論述了arcview軟體及其擴展模塊在沉陷區研究分析中的應用；第四，對汛期庫區線路災害的原因進行了分析，並探討了利用數量化理論對路基防護工程抗洪能力進行預測的意義；第五，提出從風險的角度對交通線路的防災減災進行管理，對風險估計的相關問題進行了論述，並探討了交通線路水害危險區段的劃分問題。

Stability variation of a slope associated with transient groundwater flow a case study on shiliushu - bao landslide in huanglashi landslides, three gor - ges project area, china

長江三峽黃臘石滑坡群石榴樹包滑坡災害性分析

Finally, we choose representative landslides to carry out the actual landslide time prediction and evaluation work, such as xintan lanslide and shiliushubao landslide in three gorges reservoir area

最後，選擇典型滑坡，如三峽庫區新灘滑坡、石榴樹包滑坡，開展了實際的滑坡時間預測預報工作。