soil slope 中文意思是什麼
soil slope
解釋
土邊坡-
Abstract : after the experiment was carried out about implanting wild c. sanyemutong, observation was made on its phenology growth dynamic and reserve percentage, the results show that c. sanyemutong grows and bears well on red soil slope land. some corresponding countermeatures and ways are put forward to implant c. sanyemutong
文摘:對引種的三葉木通，進行了物侯期、生長動態及成活率等特性調查，表明三葉木通在紅壤坡地能正常生長、結果.提出了三葉木通人工栽培的相應措施和方法 -
Combining with the research task researching on the deformation and stability of deep excavated cuts and high filled embankment of the traffic department in fujian province, based on the residual soil slope project on the project site at k15 + 183 of yong - zhang highway ( yong ' an section ), adopting non - linear theory, modern monitoring technology and numerical simulation technology, the deformation and stability of cutting cliff debris and residual soil slopes have been studied systemically and synthetically in the thesis. at the same time theory analysis, the analysis and estimate of field monitoring are taken into account in this course. main research work and working achievement are summed up as follows : ( 1 ) with the acquaintance of the trends and development about the deformation and stability of slopes at home and abroad, slopes are classified and summarized systemically
並通過k15 + 183工點路塹土質邊坡的各類位移變形的監測成果驗證了該程序的正確性及適用性； （ 5 ）通過應用大型有限元軟體ansys模擬分析，不僅分析了其隨著開挖時間步的應力應變關系，並模擬了與實際測斜管相匹配的測斜路徑，通過對各開挖時間步的模擬計算分析，得到了與實測數據較符合的結果； （ 6 ）綜合監測分析成果和極限平衡理論計算分析成果，對k15 + 183工點路塹邊坡的原設計坡率和幾何形態進行了優化計算分析，取得了較為滿意的結果。 -
The slope project is one of the three big problems of geotechnical engineering ; cut soil slope is one of the important types of slope projects ; engineering construction of the traffic, such as highway, railway in the mountain area and hills area etc. is developing rapidly, which will inevitably encounter the deformation and stability of cutting cliff debris and residual soil slopes
邊坡工程是巖土工程三大問題之一；路塹式土邊坡是邊坡工程中的重要類型之一；迅速發展的山區和丘陵地區的公路、鐵路等交通工程建設，必然會遭遇路塹式坡殘積土邊坡的變形與穩定性問題。 -
And combining with compound analysis, this thesis has calculated and estimated the deformation and stability of slopes of the cliff debris and residual soil slope project on the project site at k15 + 183 of yong ' an section of yong - zhang highway ; ( 3 ) in the course of the cut slope excavation inner displacement has been in control of real time field monitoring
同時邊坡開挖後期坡頂會出現回彈現象。 3 、數值計算成果表明，隨著開挖階數的增加，大小主應力在邊坡內也進行不斷的調整。邊坡開挖后坡腳處大小主應力值nlfep程序結果與ansys計算結果較為相似，兩者吻合性較好。 -
Based on the field exploration and long - term underground observation, this paper reveals the zoning of structure and the timing of mechanical strength for dilative soil, and puts forward the experiment method to obtain values by zoning in the design of dilative soil slope
通過野外勘探及地下長期觀測，揭示了膨脹土的結構分帶性和力學強度的時效性，提出了膨脹土邊坡設計中分帶取值和試驗方法。 -
Variation of the soil suction of unsaturated soil slope under alternative action of infiltration and evaporation is studied taking a filled road slope and an excavated one as examples
將公路填方和挖方路基邊坡作為典型算例，研究了入滲、蒸發交替作用下非飽和土邊坡內吸力的變化。 -
Based on the analysis of the data and information from the field observations and lab experiments, the results were as follows : ( 1 ) the results of the simulated rainfall and runoff erosion experiments in lab. under the design experiment conditions including the constant rainfall intensities of 1. 0, 2. 0, 3. 0mm / min and the rainfall durations of 30, 70 minutes and with soil moisture content 9. 5 % or 10. 0 % for dry situation, as well as with the soil moisture content 19. 0 % or 20. 0 % for wet situation, the soil erosion increased nonlinearly with the rainfall intensity, and the rainfall duration. the results of the experiments indicated that the amount of soil erosion caused by the simulated rainfall and runoff on the dry - soil slope was more than that on the wet - soil slope
通過實地觀測及室內試驗資料分析，得到如下研究成果： 1 、室內模擬降雨徑流對戧坡的侵蝕試驗研究結果在定雨強為1 . 0 、 2 . 0 、 3 . 0mm min ，降雨歷時30 、 70分鐘，干土含水量為9 . 5 10 . 0 ，濕土含水量為19 . 0 20 . 0的條件下，侵蝕量與雨強成非線性正比關系；雨強大，侵蝕量大；降雨歷時長，侵蝕量也大；堤坡含水量大時，侵蝕量小，堤坡含水量小時侵蝕量大。 -
An integral method ( two dimensional search - hv ) for the stability analysis of soil slope, which searches for the most dangerous sliding circle by combining the horizorltal and vertical searching methods was proposed
摘要條分法用於邊坡穩定分析時，計算結果的精度依賴于所劃分的土條數量和土條寬度。 -
A series of parameters are recommended for expansive soil slope design in the xiangjing highway based on the result of computing. a lot of works are done to increase slope stability of the expansive soil
本文對高速公路膨脹土邊坡的綜合治理進行了評述，對新興的膨脹土土工格網護坡技術進行了一定的探討，對于膨脹土邊坡的綜合治理具有一定的借鑒意義。 -
Stability analysis of soil slope under seepage by plaxis finite element program
有限元程序進行滲流作用下的邊坡穩定性分析 -
With the combination of engineering examples, influence on the reliability of silty soil slope by rain infiltrate is discussed
並結合工程實際，探討降雨滲透影響下對粉質土邊坡可靠度的影響。 -
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 -
Finding globally critical surface by optimization method based on soil slope face grids
基於坡面網格全局搜索土坡臨界滑動面的優化技術 -
In this thesis, analysis of whole performance and interior mechanism of plain soil slope and soil nailing wall with flag finite difference program has been carried out. at the same time, the impacts on the internal force distribution of soil nailing and the deformation of soil nailing wall of many factors, including the connection between face shield and soil nailing, the friction decline between soil nailing and soil, the shear force & bending moment resistance of soil nailing, the cement crack in soil nailing, face shield, excavation, the obliquity of slope, and so on are studied in this thesis
本文通過flac有限差分程序，分析了素土基坑和土釘墻體的整體性能和內在機理，研究了土釘和面層的連接變化、土釘表面性能的下降、土釘的橫向抗剪抗彎作用、土釘漿體的開裂、面層的有無、基坑的開挖過程、基坑放坡角度等因素對土釘內力分佈和土釘墻變形的影響。 -
The landslide feature of the expansive soil is analyzed. the stability of the expansive soil slope is largely dependent on the weal link. the slope stability analysis of the expansive soil should consider the weathering, so all the analysis should be classified to two different types : weathered layer and non - weathered layer
對膨脹土路塹邊坡滑坡特點進行了分析，指出膨脹土邊坡主要受軟弱結構面控制，提出了膨脹土邊坡穩定分析應分為風化層和深層未風化層的方法，並建議了不同部位土的抗剪強度指標取值方法。 -
Slope stability is analyzed according to rainfall intensities, prophase total rainfall, different soil slope gradients and vegetation by saturated - unsaturated seepage theory
摘要在飽和非飽和滲流理論基礎上，從降雨強度、前期降雨總量、不同的土坡坡度以及是否考慮植被護坡等方面對大氣降雨條件下土坡的穩定性進行了探討。 -
Plastic limit analysis of heterogeneous soil slope using finite elements
非均質土坡的有限元塑性極限分析 -
Parametric study on the effect of rain infiltration on stability of unsaturated expansive soil slope
降雨入滲對非飽和膨脹土邊坡穩定性影響的參數研究 -
The stability of expansive soil slope was studied considering the effect of rainfall
在此基礎上，研究了考慮降雨入滲影響的膨脹土基坑邊坡穩定性問題。 -
Landslide is closely related to rainfall, and for unsaturated soil slope the rain infiltration is the most important one that results in landslide
降雨入滲是非飽和土邊坡失穩的主要誘發因素，滑坡與降雨有著密切的關系。
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