Base on the systematically geological investigation and study, we choose to use aremote sensing data source,the geography control data source(1:50,000relief map of Qiaojia and measured GPS ) as the data source of this research, adopt"Digital Landslide"processing image data, and carry on time-space analysiscombining geological investigation and related data. Application aerodynamicist theories, some important conclusions that obtained from the wind-tunnel experiment,and according to the time –space analysis result, we analyzed the landslide dammingmovement mechanism, presumed the movement format of this high-speed landslide,studied the formation mechanism and the movement characteristic of this landslide ,calculated it's movement equation, applied VC language to write calculationprocedure of each stage of the landslide, computed movement speed and displacement,and made sure its possible stop district.

本文在前人研究的基礎(chǔ)上，選用遙感數(shù)據(jù)源、地理控制數(shù)據(jù)源(1：5萬巧家幅地形圖及實(shí)測(cè)GPS點(diǎn))為本研究的數(shù)據(jù)源，采用"數(shù)字滑坡"技術(shù)處理圖像數(shù)據(jù)综合人成精品玖玖玖在线，結(jié)合野外實(shí)地考察及相關(guān)資料對(duì)石膏地滑坡進(jìn)行了時(shí)空分析；運(yùn)用空氣動(dòng)力學(xué)理論美女被操污黄视频，采用胡厚田等人在風(fēng)洞實(shí)驗(yàn)中得出的許多重要結(jié)論亚洲国产欧美日韩另类，根據(jù)時(shí)空分析結(jié)果分析滑坡的運(yùn)動(dòng)機(jī)理，推測(cè)高速滑坡的運(yùn)動(dòng)模式福利免费视頻；研究石膏地滑坡的形成機(jī)理天天色天天日天天日、運(yùn)動(dòng)特征及運(yùn)動(dòng)方程，并用C++語言在VC開發(fā)環(huán)境中編寫滑坡各階段的計(jì)算程序久久久噜噜噜久久三级，計(jì)算滑坡的流動(dòng)速度及運(yùn)動(dòng)位移国产成人爆乳在线视频，確定其可能的停止區(qū)域。

The comprehensive treatment project of Tong Ken landslide consists of whittling slope在线观看成人精品电影视频网站、anti-landslide pile with anchoring cable日韩成人教师在线播放电影视频网站、retaining wall、building ground drainages leveling off and calking slope889avav、vegetation protection etc. After managing, under the action of earthquake load and watery the stability coefficient of landslide is up to 1.10.Then, this text researches the structural optimization design of anti-slide pile with anchoring cable. On the condition that the width of section is invariable, the height of section is confirmed by structural optimization method. This will change traditional method to optimize the height of section so that design is simplified and cost is lower.

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The characteristics of landslide body and bed are then summarized. Falling accumulation is primary and diluvium and alluvium are subordinate to the accumulative stratum landslides in horizontal stratum. The forming mode have six steps: a cliffy forming, b landslide bed forming, c bottom matter of landslide body forming, d soil and stone forming and, e the surface matter forming and disaggregating.

通過總結(jié)萬州堆積層滑坡的滑體和滑床特征女人张开腿喷水高潮视频，得出了近水平地區(qū)堆積層滑坡的物質(zhì)來源和結(jié)構(gòu)成因?yàn)椋罕浪逊e為主精品视频AAAAAA国产国语，沖、洪積為輔；形成模式為：后部陡壁形成国产操人，滑床形成一级片免费网，滑體底部物質(zhì)形成，滑體土石混合體形成国产首页在线，滑體表層物質(zhì)形成国产免费性交片，滑動(dòng)解體等6個(gè)階段。

Landslide hazard were assessed from the following aspects: the dynamic triggering factors, the stability of exsiting landslide, runout and potential affect area, landslide frequence and heavy accident excess probability. And element at risk mapping, vulnerability and risk were qualitative assessed based on landslide inventory as well.

從滑坡的動(dòng)態(tài)誘發(fā)因素粗壮公每次进入让我次次高潮、現(xiàn)有滑坡的穩(wěn)定性给个黄色激情性爱网站、Runout和影響范圍，滑坡頻率啪啪免费网站大全、重大誘發(fā)事件的年超越概率的角度對(duì)滑坡的危險(xiǎn)性進(jìn)行分析国产一级A片免费观看视频，并開展了基于滑坡編錄的承災(zāi)體制圖及易損性評(píng)價(jià)和風(fēng)險(xiǎn)的定性分析

By comparing the landslide displacement and the shearing strain increment under different water level condition, discovered that along with the rising water level, the displacement and the shearing strain increment of Taping landslide are obviously increased, it is show that the landslide has the obvious response to the storage, the water rise cause the stability of landslide present the reduction tendency.

通過不同水位狀態(tài)下滑坡位移和剪應(yīng)變?cè)隽康姆治觯l(fā)現(xiàn)欧日韩XX视频在线观看网站，隨著水位的上升综合操逼网，塔坪滑坡的位移及剪應(yīng)變?cè)隽慷济黠@增大，說明滑坡對(duì)蓄水有明顯的響應(yīng)使劲啊哈视频，水位上升使滑坡的穩(wěn)定性有降低的趨勢(shì)人人澡人人插。

According to the basic principles of neural networks and in combination with 35 examples of actual landslide projects, this paper establishes RBF and BP neural network models respectively. The comparative results of the two models show that RBF neural network model has higher accuracy and fewer errors and is more suitable for the stability evaluation of landslide. Therefore, this model is used to calculate the stability coefficients of Yellow Caoba ancient landslide and predict the stability of the landslide.

根據(jù)神經(jīng)網(wǎng)絡(luò)的基本原理，結(jié)合35個(gè)實(shí)際滑坡工程實(shí)例嫖娼在线观看，分別采用RBF神經(jīng)網(wǎng)絡(luò)和BP神經(jīng)網(wǎng)絡(luò)建立滑坡穩(wěn)定性評(píng)價(jià)模型九九99九九99精品视频23，利用MATLAB編程求解，并對(duì)比了兩種模型的計(jì)算結(jié)果日韩欧美亚洲中文乱码，表明采用RBF網(wǎng)絡(luò)模型計(jì)算出的結(jié)果精度高一伊人对综合网站、誤差小，更適合于對(duì)滑坡的穩(wěn)定性評(píng)價(jià)1级黄色网站；同時(shí)国产亚州在线观看视频，運(yùn)用RBF網(wǎng)絡(luò)模型計(jì)算了黃草壩古滑坡的穩(wěn)定性系數(shù)，對(duì)其穩(wěn)定性進(jìn)行了預(yù)測(cè)亚洲一级强奸A片，以驗(yàn)證該方法的有效性二级A片视频。

Through the study of the engineering geology conditions and properties of the landslide about the left bank of Xiao Dong River Electric Station in the Lei River, through the analysis of the causes of landslide, and by using STAB procedure about limit balance method and famous Finite elements ANSYS software to analyze the landslide stability, a conclusion is made that when the water level of reservoir is 150 metres, the safe coefficient of landslide body stability under the statured status is 0.97, and the slope may be wriggled or slid, which is consistent with the result of the author using fuzzy analysis.

根據(jù)滑坡體穩(wěn)定分析計(jì)算結(jié)果，從安全可靠日韩精品欧美大片资源在线观看、技術(shù)可行美女医生被操免费网站、經(jīng)濟(jì)合理多方面綜合比較分析。

The area threatened by landslide accounts for 1/4 or 1/5 of the area of national land, landslide activity enter new activeness issue on a large scale in recent years,these landslide once happen,will bring unestimated losses.but if we can accurately forecast the time of the landslide s happenning ,then wo can take steps to reduce the losses that caused by it to fewest.

這些滑坡一旦發(fā)生帶來的損失將是無法估量的欧美熟女性爱爱。但是亚洲欧美激情一区二区，如果能比較準(zhǔn)確地預(yù)報(bào)滑坡發(fā)生的時(shí)間，則可采取相應(yīng)的防治措施乱妇乱女熟妇熟女网站，防患于未然口爆吞精一区二区久久，將滑坡災(zāi)害造成的損失減少到最低點(diǎn)日本性爱三级片免费在线播放。

The area threatened by landslide accounts for 1/4 or 1/5 of the area of national land, landslide activity enter new activeness issue on a large scale in recent years,these landslide once happen,will bring unestimated losses.but if we can accurately forecast the time of the landslide 's happ

這些滑坡一旦發(fā)生帶來的損失將是無法估量的。但是欧美少妇一级黄片，如果能比較準(zhǔn)確地預(yù)報(bào)滑坡發(fā)生的時(shí)間免费乱轮黄色网址，則可采取相應(yīng)的防治措施，防患于未然91精品国产久无码，將滑坡災(zāi)害造成的損失減少到最低點(diǎn)91色在线观看。基于以上目的91se亚洲国产综合在线，本論文針對(duì)滑坡預(yù)報(bào)中存在的兩個(gè)關(guān)鍵問題展開了研究色综合网视视频一区二区三区，一、如何有效地剔除影響滑坡預(yù)報(bào)準(zhǔn)確度的虛假噪聲精品妓女午夜福利视频；二A片在线、如何根據(jù)各個(gè)預(yù)測(cè)模型的預(yù)測(cè)結(jié)果整合出一條綜合信息。在

Landslide's evolvement; Cellular automata; CA-Landslide model; Fractality dimension; Self-organized criticalcharaters; Damage variable; Spatio-temporal data model; Geography information systemGIS

滑坡演化性交欧美网；元胞自動(dòng)機(jī)国产调教视频一区二区； CA-Landslide模型；分形分維久久综合精品视频7；自組織臨界特征91插插网；損傷當(dāng)量；時(shí)空數(shù)據(jù)模型特板人人操556；地理信息系統(tǒng)