Question

翻译一下老师！谢谢！

题目：Assessment of Parameter Uncertainty Associated with Dip Slope Stability Analyses as a Means to Improve Site Investigations
摘要：Uncertainty is inherent in geotechnical design. In regard to estimating the stability state of dip slopes, most of the uncertainty lies
in the geologic model assumed and the geotechnical parameters used in the evaluation. Biplanar (or active–passive) sliding in dip slopes
occurs along a slope-parallel sliding surface with toe breakout occurring at the base of the failure. Internal shearing is required to facilitate
kinematic release. All three of these release surfaces work together for the slope to fail, but with different degrees of importance depending on
the dip-slope inclination. Increased efficiency and value with respect to the site investigation resources can be gained by working toward
minimizing the uncertainty of those parameters that have the greatest bearing on the outcome of the slope stability analysis. This can be done
quickly and inexpensively by performing scoping calculations facilitated by the use of Spearman rank correlation coefficients. This paper
demonstrates that for shallow-dipping dip slopes, stability is primarily dictated by the shear strength of the slope-parallel sliding surface, and
therefore, efforts should be focused on constraining the shear strength of this surface. For steep dip slopes, the shear strength related to the toe
breakout and internal shear release surfaces becomes dominant, and therefore, the rock-mass shear strength and that for any adversely dipping
persistent discontinuities should be the focus of the geotechnical investigation.

Answer 1

题目：DIP边坡稳定性分析相关参数不确定性的评估作为一种手段来提高网站的调查
摘要：是岩土工程设计中所固有的不确定性。在估算倾角斜坡的稳定状态方面，最不确定性在于
在地质模型假设和评价的岩土参数。双平面（或主动 - 被动）浸斜坡滑动
沿一个斜坡平行滑动面，脚趾突破发生在失败的基础上发生。是必需的，以方便内部剪切
运动释放。所有这些发行面的三项工作一起失败的斜坡，但有不同程度的重要性取决于
浸坡度。到现场调查资源方面提高效率和价值，可以得到工作走向
减少这些参数有最大的轴承上的边坡稳定性分析的结果的不确定性。这是可以做到
使用Spearman秩相关系数协助执行的范围计算迅速和廉价。本文
演示浅浸浸斜坡，稳定性主要取决于平行斜坡滑动面抗剪强度，
因此，应努力侧重于制约这种表面的剪切强度。陡倾角的斜坡，抗剪强度涉及到脚趾
突破和内部剪切释放表面成为占主导地位，因此，任何不利的岩体抗剪强度和浸渍
持久的不连续性，应该是岩土工程勘察的重点。

Answer 2

题目：Assessment of Parameter Uncertainty Associated with Dip Slope Stability Analyses as a Means to Improve Site Investigations
题目：评估参数不确定性与倾角边坡稳定性分析为手段，提高网站的调查
摘要：Uncertainty is inherent in geotechnical design. In regard to estimating the stability state of dip slopes, most of the uncertainty lies
摘要：固有的不确定性在岩土工程设计。关于估计稳定状态顺向坡，大多数的不确定性的谎言
in the geologic model assumed and the geotechnical parameters used in the evaluation. Biplanar (or active–passive) sliding in dip slopes
在地质模型假定和岩土参数的评价。双平面（或主动–被动）滑顺向坡
occurs along a slope-parallel sliding surface with toe breakout occurring at the base of the failure. Internal shearing is required to facilitate
发生一起slope-parallel滑动面与脚趾突破发生在该基地的失败。内部剪切需要推动
kinematic release. All three of these release surfaces work together for the slope to fail, but with different degrees of importance depending on
运动释放。所有这三个表面释放一起为边坡失败，但不同程度的重要性取决于
the dip-slope inclination. Increased efficiency and value with respect to the site investigation resources can be gained by working toward
倾角的顺向坡。提高效率和价值方面的现场调查资源可以得到工作走向
minimizing the uncertainty of those parameters that have the greatest bearing on the outcome of the slope stability analysis. This can be done
尽量减少不确定性的参数有最大影响的结果，对边坡稳定性分析。这是可以做到的
quickly and inexpensively by performing scoping calculations facilitated by the use of Spearman rank correlation coefficients. This paper
快速和廉价的执行范围的计算提供了便利的使用斯皮尔曼等级相关系数。本文
demonstrates that for shallow-dipping dip slopes, stability is primarily dictated by the shear strength of the slope-parallel sliding surface, and
表明，shallow-dipping顺向坡，稳定性主要取决于剪切强度的slope-parallel滑动面，和
therefore, efforts should be focused on constraining the shear strength of this surface. For steep dip slopes, the shear strength related to the toe
因此，努力的重点应该是制约这面剪切强度。为陡倾角边坡，抗剪强度与脚趾
breakout and internal shear release surfaces becomes dominant, and therefore, the rock-mass shear strength and that for any adversely dipping
突围与内部剪切表面释放成为主导，因此，岩体抗剪强度和任何不利的浸渍
persistent discontinuities should be the focus of the geotechnical investigation.
持续的不连续的重点应该是岩土工程勘察。

I hope that it could help you a little!!!

Answer 3

题目：评估参数不确定性与倾角边坡稳定性分析为手段，提高网站的调查
摘要：不确定性在土质技术的设计是固有的。 关于估计垂度稳定状态倾斜，大多数不确定性在地质模型假设的和用于评估的土质技术的参量在。 滑在垂度倾斜的Biplanar (或活跃被动)沿与发生在失败的基地的脚趾断裂的一张倾斜平行的滑动面发生。 要求内部剪促进运动学发行。 全部三这些发行表面一起为了倾斜能根据浸洗倾斜倾向无法，但是与不同的程度重要一起使用。 关于站点调查资源的增加的效率和价值可以通过工作获取往使有最伟大有关于倾斜稳定性分析的结果那些参量减到最小的不确定性。 这可以由执行观察演算迅速和低廉地完成被促进使用用矛者秩相关系数。 本文展示那浅浸洗的垂度倾斜的，稳定由倾斜平行的滑动面的切变强度主要口授，并且，于压抑这表面切变强度应该集中努力。 为陡峭的垂度倾斜，切变强度与脚趾断裂有关和内部剪发行表面变得统治，并且，岩石大量切变强度和那所有不利地浸洗的坚持间断性的应该是土质技术的调查的焦点。

Answer 4

自己先翻，可以帮改！ 否则只能由别人贴些机器翻译的玩意了。

Answer 5

题目：评估参数不确定性与倾角边坡稳定性分析为手段，提高网站的调查

摘要：固有的不确定性在岩土工程设计。关于估计稳定状态顺向坡，大多数的不确定性的谎言在地质模型假定和岩土参数的评价。双平面（或主动–被动）滑顺向坡发生一起slope-parallel滑动面与脚趾突破发生在该基地的失败。内部剪切需要推动运动释放。所有这三个表面释放一起为边坡失败，但不同程度的重要性取决于倾角的顺向坡。提高效率和价值方面的现场调查资源可以得到工作走向尽量减少不确定性的参数有最大影响的结果，对边坡稳定性分析。这是可以做到的快速和廉价的执行范围的计算提供了便利的使用斯皮尔曼等级相关系数。本文表明，shallow-dipping顺向坡，稳定性主要取决于剪切强度的slope-parallel滑动面，和因此，努力的重点应该是制约这面剪切强度。为陡倾角边坡，抗剪强度与脚趾突围与内部剪切表面释放成为主导，因此，岩体抗剪强度和任何不利的浸渍持续的不连续的重点应该是岩土工程勘察。