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slopes相关的网络例句

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与 slopes 相关的网络例句 [注:此内容来源于网络,仅供参考]

It is revealed that the deterministic blocks in the spandrel groove slopes and the intake slopes are little and that most of the non-stable blocks in thes lopes is the semi-deterministic blocks, which are in little size, in finite effect depth and in incomplete boundary.

研究表明,拱肩槽和进水口边坡出现确定性块体的可能性较小,边坡中的不稳定块体大部分为半确定性块体,且规模较小,影响深度有限,切割边界不完善。

Stability of 14 high-cut slopes in Guangdong province is analyzed with typical rock mass structure analysis method and stereographic projection method, and with the numerical simulation method UDEC this paper simulated the excavation and reinforcement courses of the important slopes. Some conclutions and suggestions are based the analysis above.

本文结合广东某省道沿线14个高陡岩石边坡的开挖和支护方案的选择设计,运用常用的岩体结构分析方法和赤平投影方法对边坡的稳定性进行了分析,采用UDEC数值模拟方法对一些重点边坡的开挖支护进行了模拟,得出了以下一些结论: 1、边坡支护形式的选择应遵循"安全绿色、水土保持、恢复自然、环保之路"的设计原则。

For colluvial slopes, the usage of bedrock model or the assumption of a fictitious weak layer at the interface between colluviums and bedrock is a reasonable way for stability analysis to reflect common noncircular slides in colluvial slopes.

对於崩积层边坡的分析可采岩盘模式分析,或在崩积层与岩盘的界面引入一虚拟软弱层的方式,以得到合的分析结果。

In this study,Cynodon Rich is selected as the trial plant to study the process of nutrient cycling in a substrate-vegetation system of rock slopes with observation tests simulating rock slopes.

该文以狗芽根为建植植物,利用模拟边坡的观测试验,对岩石边坡基质-植被系统的养分循环过程进行了研究。

The results of this study showed that the influencing factors of slope instability for the Luchang Area include rock fall at the west slopes, thick colluvium, sliding planes for dip-direction slopes, headward and sideward erosion of channel, as well as fast seepage of ground water. Two slide planes were recognized from geological profile model. One is potential slide plane on the dip-directional slope, another plane is located in the colluvium near Luchang river sides.

本研究结果显示,鹿场地区地质环境之不安定原因,有西侧岩壁落石、厚崩积土体、顺向坡平面滑动、河道的向源侵蚀和侧蚀、地下水渗流快速等;就所建构地质模型可以了解,鹿场地区可能的滑动面有两部份,一为潜在的顺向坡平面滑动面,另一为在鹿场溪河岸崩积层边坡内的滑动面。

But,this capital construction has created a great quantity of secondary slopes and resulted in series environment problems.It divides slopes into three categories of lithoid slope,terrene slope and water body slope according to the characteristics of slope management and referring to the standards of slope category both at home and abroad.

这些基础设施建设破坏了原有植被及原生植物群落,造成了大量次生边坡,导致了一系列的环境问题,如水土流失、滑坡、泥石流、气候变化、生物链破坏等,引起了社会各界的重视,先后兴起了许多的防护措施,如传统的硬性支护,有挡土墙护坡、浆砌石等封闭护坡技术措施。

SLOPES: Terracing is a common method for creating useful garden space on slopes.

斜坡:梯田是一种常见的方法制造有用空间花园斜坡

The results showed that small-scale gaps were the predominant types of disturbance. The average gap density was 12.5 km^(-1). The distribution pattern of gaps was aggregated on south facing slopes and was approximately homogeneous on north facing slopes. Conifer trees were the primary gap-makers in this forest that was dominated by Abies faxoniana, Tsuga chinensis, Betida utilis, both in abundance and diameter rank. The decay class distribution of gap-makers indicated that the mode of gap formation and gap-maker species changed with age of the forest; the contribution of conifer species to gap formation decreased with time and broadleaf species increased.

结果表明:l本区以小型林隙干扰为主,林隙平均密度为12.5个km^(-1),林隙的分布格局在阳坡和山脊为集聚分布,阴坡近均匀分布;林隙形成木以针叶树为主,岷江冷杉、铁杉和糙皮桦在形成木的数量和径级组成上均居前列。2林隙形成木的腐烂等级分布揭示出林隙形成木的形成方式和种类组成均随时间变化。

Secondly, the structural performance of backfilled embankment slopes reinforced by geogrids are studied, namely, reinforcement coefficients such as the spacing, number of geogrid layers, tension ability of geogrid and slope factors such as slope angle, cohesion, angle of internal friction, unit weight and so on how to affect the stability of slopes.

然后作者从多方面着手对土工格栅加筋回填土路堤边坡的结构性能进行了研究,即土工格栅埋设于土体中的间距、加筋层数、土工格栅的抗拉强度、边坡坡角、回填土的粘聚力、内摩擦角、重度等参数对整个边坡体系加筋效果的影响。

A direct constraint procedure was used to model the discontinuous mechanical behavior such as sliding and disjointing of faults and weak interlays in steep slopes to evaluate the safety of such slopes .

为正确评价断层对于岩石高边坡安全稳定性的影响,采用接触力学的求解方法--直接约束法模拟断层的滑移和脱开等不连续行为。

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