With respect to the anti-slide resistance measures of embankment on soft clay ground, loading berm method and decrease the slope of the embankment are compared using plastic flow theory.

針對(duì)軟基堤壩的抗滑穩(wěn)定措施亚洲中文久久久久久精品国产麻豆，應(yīng)用塑流理論分析国产无码高清黄、比較了反壓平臺(tái)和放緩邊坡的穩(wěn)定效果。

In combination with the crushed rock slope as an example, the allocation of an anchorage force on longitudinal beams and transverse beams is calculated by adopting the distribution coefficient law of the nodal form at first. Then the internal forces of the lattice beam are calculated respectively through the software on the basis of Winkler elastic foundation model and the semi-infinite foundation model, and then compared with the internal forces which are based on simplified foundation pressure calculation. The active pressure of rock is calculated approximately by Ranking soil pressure theory in the working stage. Sequentially, the reinforcing bars are disposed by two-stage's averagely calculated values.

以破碎巖質(zhì)邊坡為例www欧日精品www，采用節(jié)點(diǎn)荷載分配法計(jì)算了錨索錨固力在格構(gòu)梁縱人人人操人人看、橫梁之間的分配比率，然后基于Winkler彈性地基模型和彈性半空間地基模型分別計(jì)算格構(gòu)梁在張拉階段的內(nèi)力国产粉嫩00福利福利福利，并與采用簡(jiǎn)化的地基反力計(jì)算值對(duì)比精品一二；采用朗肯土壓力理論近似計(jì)算在工作階段主動(dòng)巖體壓力，將地梁視為在線性分布力作用下倒置于坡面上的連續(xù)梁久久精品黄色，按力矩分配法計(jì)算地梁內(nèi)力九九在线一区，取兩階段計(jì)算平均值進(jìn)行配筋。

Analyze the failure models of rock slope, and then classify the sliding plane, the sliding plane can be divided into self-born sliding plane, appendiculate sliding plane and mixed sliding plane, furtherly summarize the selection method of mechanics parameters to each types. Based on the classification, the author establishes the mechanics model of each sliding plane. Discuss the influence of water and weathering and sedimentation conditions on rock slope, and then specify the geological cause of rock bedding slope, counter-tilt rock slope and cracked rock slope.

2分析了巖質(zhì)邊坡的幾種主要破壞模式欧美韩日黄色一区和二区，在此基礎(chǔ)上對(duì)巖質(zhì)邊坡滑動(dòng)帶進(jìn)行分類研究全黄A免费一级毛片视频软件，從大的方面主要分為自生型滑動(dòng)面、依附型滑動(dòng)面和混合型滑動(dòng)面三類午夜国产黄片免费，總結(jié)與各類滑動(dòng)面相適應(yīng)的力學(xué)參數(shù)取值方法人人干人人cao，從而建立巖質(zhì)邊坡滑動(dòng)面的力學(xué)分析模型，討論水国产玩弄老太婆、風(fēng)化和沉積環(huán)境對(duì)巖質(zhì)邊坡的影響国产一级一级理论片A片一区二区，歸納了順層巖質(zhì)邊坡、反傾巖質(zhì)邊坡和破碎巖質(zhì)邊坡滑動(dòng)面的成因操操操b。

Then, the result from the least square method is used as initial values of elastic visco-plasticity parameter. The Kalman Filtering stochastic back analysis is carried out.

利用最小二乘目標(biāo)函數(shù)對(duì)邊坡巖體彈-粘塑性參數(shù)進(jìn)行了確定性反分析計(jì)算欧美色欧美精品极品视频，并將反演結(jié)果作為參數(shù)初始值進(jìn)行了巖體參數(shù)的Kalman濾波隨機(jī)反分析計(jì)算。

And a method to determine the limit balance status of the slope under explosions based on the plasticity zones transfixion of the slope is proposed. And the factor of safety of the slope is computed using the strength reduction technique and proposed method.

提出了通過(guò)分析爆破荷載作用下邊坡塑性區(qū)貫通與否并輔于邊坡關(guān)鍵點(diǎn)位移收斂與否來(lái)確定反傾巖體邊坡臨界狀態(tài)的方法免费看一级A片在线看手机，并結(jié)合強(qiáng)度折減法確定了爆破荷載作用下臺(tái)山反傾巖體邊坡的安全系數(shù)不卡AV在线免费。

Hence , this article' s background is the western important item of natural foundation " Great Roadway Engineering of Western Mountain and Environment Mutual Action mechanism " and " Xi Pan Highway Geology Disaster Research and Countermeasure "; on the base of widely consulting on the national and abroad literature datum base ; investigating the slope on the Xi Pan highway; discussing some problem of the slope engineering on the Xi Pan highway Based on centrifugal model experiment , What it is to the slope whittles that the slope places the terrace fills the earth counter pressure the this two kinds of prevention and cure steps of engineering has been underway researching initially , main work and fruit as follows :(1) Based on the impersonal sum-up and comparison of all kinds of methods of analysis about slope stability at present, the current research is introduced and the developing trend is discussed in brief.

基于離心模型試驗(yàn)，對(duì)削坡放平臺(tái)国内自拍和偷拍、填土反壓這兩種工程防治措施進(jìn)行了初步研究黄片免费链接，主要的工作和成果如下：(1)在客觀總結(jié)目前國(guó)內(nèi)外邊坡穩(wěn)定性分析方法的基礎(chǔ)上又污又色又吃胸的视频，對(duì)國(guó)內(nèi)外邊坡研究現(xiàn)狀進(jìn)行簡(jiǎn)介，對(duì)邊坡的穩(wěn)定性分析方法進(jìn)行了總結(jié)999视频有精品视频在线观看、對(duì)比日本黄色网站一级片。

Partial slope where water and soil erode seriously is prepared by reversed terrace, level bench and other patterns.

局部水土流失嚴(yán)重的坡地，采取反坡梯田欧美老妇BBB浓毛乱、水平階等整地方式外国黄色视频九九。

Aerators are widely used in flood discharge tunnel s and spillways to prevent the cavitation damage of the structures.

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These parodies allowed Nabokov to distance himself from subjection to the "influence" of Poe while consciously and ironically continuing to cultivate Poe's poetic principles in a Post-Romantic age.

盡管當(dāng)納博科夫有意或反諷地繼續(xù)在&后浪漫主義&時(shí)代培植坡的詩(shī)學(xué)原則時(shí)wwwjizzjizzjizz，這些戲仿好像使他在與屈從愛(ài)倫坡的&影響&中拉開(kāi)了距離一级黄片;一被-。

Through load reducing on the ground, reverse press at the slope feet, close down of the wall surface and construction of rib column, the deformation of high side slope turned to be stable.

為此在市區(qū)政府領(lǐng)導(dǎo)下及時(shí)成立了應(yīng)急搶險(xiǎn)指揮部，調(diào)查分析国产精品免费观看91，查明原因女人自慰喷水的网站，經(jīng)采取坡頂減載，坡腳反壓乱伦视频APP，墻面封閉国产性行为视频，加強(qiáng)肋柱，終于使邊坡變形趨于穩(wěn)定久久AV先锋影音资源网站，為邊坡變形的應(yīng)急搶險(xiǎn)取得了一定的經(jīng)

Plain Cottage：村舍

第一章 半坡村 第一關(guān) 過(guò)關(guān)目標(biāo)(Goal): 有150人居住在村舍(Plain Cottage)或更佳 這是第一關(guān),我們?cè)陉兾魃轿鞯陌氩ù彘_(kāi)始進(jìn)行中國(guó)新石器時(shí)代的開(kāi)發(fā),與每種游戲的首個(gè)關(guān)卡般,重點(diǎn)并不是設(shè)法如何過(guò)關(guān)(因?yàn)樘菀琢?,反而是讓玩者熟悉整個(gè)游戲的操作.

adverse pressure gradient：反向壓力梯度

adverse grade 反坡 | adverse pressure gradient 反向壓力梯度 | adverse slope 反坡

back sloper：整坡器,(筑路機(jī)的)刮溝刀

back slope 反坡,傾向坡,背坡 | back sloper 整坡器,(筑路機(jī)的)刮溝刀 | back space 退位

counterdrain：背水面坡腳排水 河堤排水溝 副溝

counterdiffusion 反擴(kuò)散 | counterdrain 背水面坡腳排水 河堤排水溝 副溝 | counterdraw 描圖

counterslope：反向坡度, 反坡

countersinking fixture | 鉆埋頭孔夾具 | counterslope | 反向坡度, 反坡 | counterspy | 反間諜

knickpoint：侵蝕交叉點(diǎn) 裂點(diǎn)

knickpoint 變坡點(diǎn) 反彎點(diǎn) 裂點(diǎn) | knickpoint 侵蝕交叉點(diǎn) 裂點(diǎn) | knickzone 扭結(jié)帶

countersinking fixture：鉆埋頭孔夾具

countersinking drill press || 尖底擴(kuò)孔鉆床 | countersinking fixture || 鉆埋頭孔夾具 | counterslope || 反向坡度, 反坡

local rains：地形雨

地形雨 地形雨(local rains) 地形雨. 當(dāng)潮濕的氣團(tuán)前進(jìn)時(shí),遇到高山阻擋,氣流被迫緩慢上升,引起絕熱降溫,發(fā)生凝結(jié),這樣形成的降雨,稱為地形雨. 地形雨多降在迎風(fēng)面的山坡上,背風(fēng)坡面則因空氣下沉引起絕熱增溫,反使云量消減,降雨減少.