边坡滑移,slope sliding
1)slope sliding边坡滑移
1.By analysis ofslope sliding accident in BaiJi-tun Hotel,the accident was mainly caused by the seepage of water.对白鳍豚大厦边坡滑移事故进行了分析,认为基坑周边水的渗漏是事故的主要原因。
英文短句/例句
1.Application of Friction Pile to Control Side Slope Slippage at UHV Jingmen Substation抗滑桩在特高压荆门变电站边坡滑移治理中的应用
2.Three-dimensional Critical Slip Filed of Slope Stability Analysis and Its Application;边坡稳定三维滑移场分析方法及其工程应用
3.The Research on Rock Slope Stability Analysis and Search of Its Dangerous Slide Path;岩质边坡稳定性分析及其危险滑移路径搜索研究
4.Study on Progressive Failure Mechanism and Determination of the Toe Segment Slippage Length for Large Consequent Slope;长大顺层边坡渐进失稳机理及首段滑移长度确定的研究
5.Minimal potential energy method for analyzing slope stability of arbitrary sliding surface on a single stratum单一地层任意滑移面的最小势能边坡稳定性分析方法
6.A Study on Reinforcement Method with Soil Nails for Soil High Side Slope Based on Logarithmic Spiral Gliding Plane基于对数螺旋滑移面的土质高边坡土钉加固方法研究
7.Study on Slope Stability Analysis and Cure Measure;土质边坡滑坡机理及防治措施的研究
8.The Software System of Slope (Landslide) Control Design and Its Application;边坡（滑坡）治理设计软件系统及其应用
9.Interaction between twin-arch tunnel and slope: landslide twin-arch tunnel连拱隧道边坡耦合作用:滑坡连拱隧道
10.The Current Situation of Disease Protection for Highway Slide and High Slope我国公路滑坡与高边坡病害防治现状
11.Research on Open-pit Coal Mine’s Slop Landslide Harnessing Method胜利露天煤矿边坡滑坡治理方法研究
12.SLOPE STABILITY ANALYSIS OF PRESTRESS ANCHORED SLIDE-RESISTANT PILE预应力锚索抗滑桩加固边坡(滑坡)的稳定性分析
13.Analysis on monitoring of deep displacement in Mayanpo potential landslide马延坡滑坡体深部位移监测成果分析
14.Analysis on Mode Experiment of Large Consequent Slope"s Instability长大顺层滑坡滑移失稳模型实验分析
15.Mechanism and Slope Stability Analysis of Landslide for the Gushan Iron Ore Mine Pit;姑山矿采场边坡滑坡成因及稳定性分析
16.Research of using geophysical techniques to survey the current situation of landslide in highway slope利用物探调查边坡中滑坡体现状的研究
17.Analysis of Slope Sliding Disaster and Prevention Method for Lvhe Open-pit吕合露天矿边坡滑坡塌陷灾害分析与治理方法
18.The river bank side slope landslip treatment of Fangzheng PCB industrial parks in Zhuhai珠海方正科技PCB产业园河岸边坡滑坡治理
相关短句/例句
side slope slippage边坡滑移
3)Pour landslide倾倒滑移边坡
4)Slope slipping mechanism边坡滑移机制
5)slope landslide边坡滑坡
1.Factors influencing ofslope landslide and prevention measures;边坡滑坡的影响因素与防治措施
6)slope creeping边坡蠕滑
延伸阅读
变形力学问题的滑移线解法变形力学问题的滑移线解法slip line solution in mechanics of deformation线法解析轴对称变形问题也在探索之中。滑移线场标记方法变形体内任取一点尸，如图 1。以滑移线为边界绕P取一曲边正交的单元体，则使 单元体顺时针转动的最大剪应力方向为a线方向;使 体素反时针转动的最大剪应力方向为夕线方向。若abianxing lixue Wenti de huQyixian iiefa线与尹线构成右手坐标系的轴，则代数值最大的主应变形力学问题的滑移线解法(s lin hne solu一力。的作用线通过第1和第3象限。。线各点切线同tion in mechattics of deformation)利用描述所取坐标轴x轴正向夹角为尹。滑移线转角同平均应力变化关系的亨基(H. Hencky)应力方程求解变形力学间题的方法。变形区内任一点处两个最大剪应力相等并互相垂直，连结各点最大剪应力方向的连续曲线为两族正交滑移线，分别称a和]，/B族滑移线。滑移线在塑性区内构成的正交曲线网称户、1，滑移线网;滑移线网所覆盖的区域称滑移线场。由于滑b入八，‘/尹“移线网分布于整个塑性区并一直延伸到变形体边界，\\二十人寸t//故可根据相应边界条件，由亨基应力方程求解变形区乡袱l/V匕/尸飞由杯一占的亩六仆布_八尸冷匕二三已一一一一二一一—-一x滑移线解法创立在20世纪代。19，普./(入入/\/省朗特(L .Prandtl)给出第一个以滑移线场求解变形力//k份件产狱学间题一平冲头压入半无限体的具体方法。卿3/小年，亨基提出了亨基应力方程。1930年，盖林格/(H.Geiringer)提出滑移线场相应速度方程的建立方二，二*、十、、‘，、、，、‘~，‘“‘“少‘产~叫’口1少~~‘，同一~~/J~“J~一/J图1滑移线方向和转角的标记法，从而克服了早期滑移线场只满足应力边界条件，而无法建立满足运动许可条件速度场的困难。其后托姆、二，、，、‘，。二二二六二.、二甘片D儿百思工例戍思叨k--r，不’下思仄胡川山雌’月似J。珊应力莫尔圆与物理平面平面变形塑性区某点尸列诺夫(A.江.ToM月eHoB)等人的著作推进了滑移线理论二、*二二*。.、，二。‘二二、*二，、二，二、。7”峭八、~户川阶JI七”u川寸八““旧’r’民越“旧’少成~卜‘的应力状态可以图2a所示的应力莫尔圆表示，过p的进展。1950年，希尔(R .Hill)等使滑移线理论更系*二、，‘*‘二，二、，。，‘二二一‘、、，、。口”扛仄。工““U甲’布小、加“川/寸仄’日”夕城性卜‘天不点的各特定物理平面如图2b所示。二者的关系为:莫统化并解决不少平面变形的实际间题。
