slip slope 中文意思是什麼
slip slope
解釋
背流面-
It was shown that the physical property, electric resistivily and microstructure of soil in the slide area were different from those in the slope, and could be used to determine the slip zone, while the mineral ingredient and chemical composition could not be used generally to identify the slip zone
研究結果顯示：黃土滑坡滑帶土的主要物理性質指標、電阻率特性、細觀結構特徵、微觀結構特徵與滑坡體及滑床有顯著差異，在實踐中可作為鑒別滑動面的標志；而滑帶土的礦物、化學成分沒有明顯的差異變化。 -
According to composition and structure feature of jinjiang landslide analysis, the author considers it was a enormous landslide with the characters about multi - period ( total four slides ) and overlaying, its mechanism of deformation failure attributed to a representative sliding - bending mode in the consequent slope, the stability calculation indicates that no matter what the whole landslide would not slide, while, as earthquake intensity reaching or exceeding vi, the first - period landslide which lies to the south of huangjiagou in the front slip mass and the fourth - period landslide which lies to the north of caojialiangzi in the back slip mass will slide
由金江滑坡的組成及結構特徵分析可知，邊坡為一多期次（四次滑動）兼具超覆特徵的巨型滑坡，其變形破壞機制屬順層邊坡中比較典型的滑移?彎曲型。穩定性計算表明，滑坡整體穩定性較好，僅在遭遇度及其以上地震作用的情況下，堆積體前部靠黃家溝以南的第一期滑坡及靠後部北側曹家梁子的第四期滑坡堆積體才會失穩；因素敏感性分析表明，滑坡穩定性對地震（尤以強震）最為敏感。 -
The remained slip force method considering the effect of rainfall and its application to assessment of slope stability
剩餘推力法及其在斜坡穩定性評價中的應用 -
An extension of simplified bishop method and its application to non - circular slip surface for slope stability analysis
法的擴展及其在非圓弧滑面中的應用 -
Whatever the specific circumstances for an island, the transition from silent slip to abrupt collapse would involve a sudden acceleration of the mobile slope
對任何火山島，不管它獨特的環境為何，從無聲滑動到驟然坍塌這段時期，皆會經歷到快速下滑的瞬時加速過程。 -
Ant colony algorithm used to search for critical slip surface of open - pit slope
露天采礦邊坡臨界滑動面搜索蟻群演算法研究 -
In this paper, based on the analysis of the rlem of theory foundation, computing method, preference, applicability, etc, we anatomized the rlem of three self - deficiencies and six scarcities. moreover, we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity, slip surface of coefficient and slip bed of elasticity, plasticity upon the stability of slope and in the plain linearity slope, the plain refracted line slope and the plain arc slope. in addition, we discussed the warp of between the lem of ( sarma, janbu, order, bishop, morgenstera - price, etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface
本文從剖析剛體極限平衡法的理論基礎、計算方法、參數選取、適用條件等方面入手，剖析了剛體極限平衡方法的3點自身缺陷和6點不足，並在此基礎上採用了剛體極限平衡法（平面滑動破壞法、 sarma法、傳遞系數法、普遍條分法、 janbu法、 bishop法、 morgenstern - price法）與大型有限元法對比研究的方法，分析研究了平面直線型滑坡、平面折線型滑坡、平面圓弧型滑坡在漸進破壞中邊坡的滑體彈塑性參數、滑麵塑性參數） 、滑床的彈塑性、以及極限平衡法無法考慮開挖應力釋放等因素對邊坡穩定性的影響與滑動面上的正應力、剪應力分佈規律、安全系數的解答的差異。 -
Ant colony algorithms and the application in slip surface of soil slope
蟻群演算法及其在搜索土坡滑動面中的應用 -
This phenomenon shows that stick - slip motion and negative friction - velocity slope are not responsible for the present squeal. it is because these two generation mechanisms of squeal only govern the tangential vibrations
這個現象否定摩擦噪聲發生的兩個機理：粘著-滑動機理和摩擦力-相對滑動速度負斜率機理，因為這兩個機理描述的是切向發生的摩擦振動。 -
During the course of design and construction of highway, for the purpose of length, turning radius and longitudinal gradient, we have to construct a lot of high slope engineerings. so the slip of roadbed ' s slope often happen
在公路的設計、建設過程中，為滿足直線長度、轉彎半徑及縱坡的坡度等要求，不得不劈山填谷，從而形成大量的高邊坡工程。 -
On the basis of the geomechanical model for slope deformation and destruction, the developmental process of this landfall is divided into four stages, which are valley - side margin ripping, margin slope creeping, the short slip belt being formed and pierced, and the landfall befallen
通過宅基邊坡傷亡性黃土崩塌變形破壞的地質力學模式分析，將此類崩塌分為斜坡谷緣拉裂?谷緣坡體蠕動?短滑帶形成並貫通?崩塌土體剪出4個階段。 -
Based on the tests and comparisons on the crushing slip - form tests of cushion material side - slope and the crushing tests of cushion material moving sidewall of the dam, we determined to adopt cushion material moving sidewall crushing technology in chahanwusu concrete facing rockfill dam
摘要在對大壩墊層料邊坡擠壓滑模試驗和墊層料移動邊墻擠壓試驗方案研究比較后，決定在察汗烏蘇面板堆石壩中採用墊層料移動邊墻擠壓技術。 -
Rainfall infiltration induces rock slope to slip by mostly changing seepage flow field in unsaturated zone of slope, and infiltration under different rainfall degrees is special instance of rainfall infiltration
摘要降雨入滲主要是通過改變巖體邊坡非飽和區滲流場引發邊坡發生滑坡的，而不同降雨強度下的入滲又是降雨入滲的特例。 -
To unknown slip surface slope, ascertaining the location of the critical slip surface is the key problem in the process calculating the slope stability safety factor by traditional methods
對未知滑動面邊坡，臨界滑動面位置的確定是傳統計算邊坡穩定安全系數方法中的關鍵問題。 -
Compared with traditional methods this method demands less condition. if data file can be setup correctly it can search the critical slip curve successfully. as the method in chapter 4, this method also can be used for slope stability analysis and the design of slope
相比較傳統方法，本方法對于外界條件基本沒有特殊要求，只要能成功的以數據文件的形式刻畫出邊坡的特性（幾何特性、邊界條件、外界作用）就能夠成功的搜索到最危險滑動面。 -
3. based on the assumption of general slip surface, a general formula of safety factor of slope is presented in which the forces exerted on the slices exactly satisfy the equilibrium condition. using the method the chapters introduced to search critical slip surface, and proved by examples, this method is more reliable, and can search, simulate the critical slip curve
推導出了滑動面為任意現狀，邊坡體內作用有各種荷載且滿足力平衡條件下的邊坡穩定系數計算公式（在進行條分計算時，假定條間僅有水平方向作用力，豎向條間剪力為零） ，利用本文提出的遺傳進化搜索方法搜索邊坡最危險滑動面。 -
Abstract : the slope dynamic stability with elasto - dynamics vibration and wave theory and boundary element method ( bem ) is analyzed and calculated. it raises a criterion for slope dynamic stability. it gives an exmple for calculating the stability of soil slope under the action of earthquake waves emitted from underground and draws the dangerous range in which the slip line lies
文摘:主要分析邊坡動態穩定性問題，採用地震波作動載荷，用邊界元法對邊坡進行分析，並在計算機上實現.對動態穩定性判據從理論上進行了探討，給出了動力危險線的位置 -
A simple method to determine of slip plane of expansive soil slope is put forward herein based on the special characteristics of the slip plane of the expansive soils
摘要根據膨脹土滑動面的顯著特徵，提出一種簡易確定滑動面的方法。 -
Study of application of slip slope exploit in surface mine
陡邊幫開採在露天礦的應用研究 -
Furthermore, the forms of slip surface are generalized into conic curve no longer taking the magnitude of cohesion into account. and the method of slope stability analysis for anchor - reinforced or discharged slope is also presented
假定滑面上應力分佈形式，文中進一步將粘性土坡和無粘性土坡的滑面形式統一起來，在計算過程中不再根據粘聚力的大小來假定不同的滑面形式，均將滑動面形式假定為二次曲線。
分享友人