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滑动段
相关语句
  sliding section
     Stability analysis of sliding section of sea embankment in Tainan Saltworks
     台南盐场海堤滑动段的滑动稳定分析
短句来源
     Engineering geology situation of sea embankment in Tainan saltworks is presented. Stability analysis methods of the sliding section are put forward in view of preliminary design programs for up to standard engineering,stability is apprised.
     概述了台南盐场海堤滑动段的工程地质条件 ,针对海堤达标工程初步设计方案提出了滑动稳定分析的方法 ,进行了滑动稳定评价
短句来源
  “滑动段”译为未确定词的双语例句
     At first, based on the principle of least squares, the back-analysis method of the average shearing strength of the slip zone soils with multi-sections is discussed. Secondly, a back- analysis method of considering different slip segments with different shearing strength indexes is brought forward according to the difference of the matter components or whether eroded by groundwater in landslides.
     基于最小二乘原理,首先探讨了采用多个剖面反算滑带土综合抗剪强度指标的方法,其次,根据滑动带物质结构组成或是否受地下水侵蚀的不同,反算不同滑动段多种强度指标。
短句来源
     In the analysis of stability, the direction of slide plane is different in different place. The strength of soil at the horizontal slide section should adopt direct shear test to get, and the strength of soil at the incline slide section should adopt the plane strain or the triaxial test to get.
     稳定性分析中,路堤下地基土不同位置滑动面方向不同,水平滑动段宜采用直剪试验获得强度指标,对于倾斜滑动段宜采用平面应变试验或三轴试验获得强度指标。
  相似匹配句对
     Stability analysis of sliding section of sea embankment in Tainan Saltworks
     台南盐场海堤滑动滑动稳定分析
短句来源
     STUDY ON THE MODEL OF SLIPPING ALONG THE EASTERN SEGMENT OF ALTUN FAULT ZONE
     阿尔金断裂东断层滑动方式的研究
短句来源
     SLIDING CURVES
     滑动曲线
短句来源
     3, horizontal section.
     3.水平
短句来源
     ON GRAVITATIONAL GLIDING STRUCTURES
     重力滑动构造
短句来源
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The Bogexi landslide, lying in the high mountain gorge area of the Jinsha river valley, is a enormous, compound, rock loose ground and old landslide, composing of a certain amount of mass. It may be divided into three parts: i. e. the upper towed part, the middle wriggling part and the lower sliding part on lengthwise direction. Its formation and evolution are affected by verious natural and human factors in this region. The Chuan - Zang Road being built, the old landslide re vive. At present, it is being the...

The Bogexi landslide, lying in the high mountain gorge area of the Jinsha river valley, is a enormous, compound, rock loose ground and old landslide, composing of a certain amount of mass. It may be divided into three parts: i. e. the upper towed part, the middle wriggling part and the lower sliding part on lengthwise direction. Its formation and evolution are affected by verious natural and human factors in this region. The Chuan - Zang Road being built, the old landslide re vive. At present, it is being the stage of eretical balance or wriggle, and has a trend of developme nt.

波戈溪滑坡是位于金沙江流域高山峡谷区的一特大型的、若干块体组合而成的复合型基岩—松散层推移—牵引式老滑坡,从纵向上可以明显地划分为上部牵引段、中部蠕滑段和下部滑动段。其形成与演化都受到区域内多种自然、人为因素的复合作用和影响。由于川藏公路的修筑,滑坡出现了许多复活迹象,在现阶段仍多处于近临界平衡或蠕滑状态,并有进一步活动的趋势。

Engineering geology situation of sea embankment in Tainan saltworks is presented.Stability analysis methods of the sliding section are put forward in view of preliminary design programs for up to standard engineering,stability is apprised.

概述了台南盐场海堤滑动段的工程地质条件 ,针对海堤达标工程初步设计方案提出了滑动稳定分析的方法 ,进行了滑动稳定评价

At first, based on the principle of least squares, the back-analysis method of the average shearing strength of the slip zone soils with multi-sections is discussed. Secondly, a back- analysis method of considering different slip segments with different shearing strength indexes is brought forward according to the difference of the matter components or whether eroded by groundwater in landslides. A practical example is introduced by using the two methods. Meanwhile, the landslide thrusts of a section calculated...

At first, based on the principle of least squares, the back-analysis method of the average shearing strength of the slip zone soils with multi-sections is discussed. Secondly, a back- analysis method of considering different slip segments with different shearing strength indexes is brought forward according to the difference of the matter components or whether eroded by groundwater in landslides. A practical example is introduced by using the two methods. Meanwhile, the landslide thrusts of a section calculated by utilizing the two kinds of shearing strength indexes are compared and analyzed. The results show that the calculation precision of the former is still comparatively reliable in landslide control and design when landslides are simple and in small scale. However the latter will be more reasonable and reliable in control and design of large or medium scale landslides as well as complicated ones.

基于最小二乘原理,首先探讨了采用多个剖面反算滑带土综合抗剪强度指标的方法,其次,根据滑动带物质结构组成或是否受地下水侵蚀的不同,反算不同滑动段多种强度指标。以工程实例介绍了两种方法的应用,并以两种方法反算的强度指标进行滑坡推力计算,对结果进行了对比分析。结果表明,前者在简单小型滑坡治理设计计算中其精度仍是较为可靠的,而在大中型复杂滑坡治理设计计算中采用后者将更为合理和可靠。

 
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