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slide rock相关的网络例句

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与 slide rock 相关的网络例句 [注:此内容来源于网络,仅供参考]

Pneumatic down-the-hole hammer is a drilling method with many advantages.Its features,such as wide application range,high hole quality,no circulating medium,low operation regulations,and drilling big diameter rock hole,fit to construct slide-resistant pile.

风动潜孔锤钻进是一种具有许多优点的钻进方法,它的许多特点,如成孔质量高、应用范围广、无液体循环介质、钻进规程参数小、可实现大直径基岩钻孔等都适合于抗滑桩施工。

What's more, the geological conditions are very complex, so several unstability patterns such as shear in the soft rock, dumpage and slide on the structural plane are very possible to occur.

另外该高陡岩质边坡的地质条件又复杂,因此可能发生座滑、倾倒、滑移等多种失稳形式。

The program is that nearby elevation 175m water line building stone shore protection, along the road in region (2) and (3) building stone retaining wall and slide-resistant pile protecting road bed, and shooting concrete protecting the exposed rock, in the water front fine sand using gabion and earth fabric pillow, the mixed earth region using vegetation and slab stone .

主要治理方案为:175m水位线附近采用干砌片石护岸,区域(2)、区域(3)范围内的沿江公路采用浆砌片石挡墙和抗滑桩结构保护路基,裸露岩石(来源:A8aBC论文网www.abclunwen.com)采用喷射混凝土防护,江边细沙采用石笼和土工织物枕防护,杂填土区域采用植被和片石防护,并对重力式挡墙和抗滑桩方案进行了初步设计。

Also because of the road turned to the bottom of the top players on the team at the top of the ramp, the rock loose the season still has the possibility of the Rolling Stones hit the players, Yakou the 50-100 m section of the rock surface is a monolithic block staggered zone, rock face an average of 6-7 meters high, 70-80 degrees slope is very smooth too laborious climb directly to undesirableGreat can not see well because of the snow line, and only a walk around the rock surface, in the cross section of rock surface from time to time is close to the ridge walk, the most recent is only one meter away from the cliff, and at the foot of ice or hard snow if the time is easy to slide down the ridge, more dangerous.

另外因为路线转向上方队员就在下方队员斜上方,岩石松动的季节还是有滚石击中队员的可能,垭口上50-100米路段,是整块整块的岩面交错的地带,岩面平均高6-7米,坡度70-80度,很光滑直接攀上太费力不可取,由于雪大看不出好的路线,只有绕着岩面走,在跨越岩面时有部分路段是贴着山脊走,最近的离悬崖仅一米,而且脚下如果结冰或者是硬雪时很容易滑下山脊,比较危险。

The school was obliterated by a rock-slide and 1000 children lost their lives.

这所学校被下滑的岩石摧毁,1000名孩子丧生。

Slide switch to the fourth generation of hard rock maple lighter weight, better flexibility.

第四代滑板改用硬岩枫重量更轻,弹性更好。

Rock slopes and colluvial slopes are common natural slopes in mountain areas. For simplicity, the slope stability analysis is often performed by two-dimensional limit equilibrium methods in terms of circular slide surfaces, which are not usually found in rock and colluvial slopes.

岩石边坡及崩积层边坡为山坡地常的自然边坡,许多上述边坡的稳定分析,常简地假设破坏面为圆弧形,采二维的极限平衡法分析软体进动面的安全系计算,此常与实际的况一致。

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。

Based on the test of the slope rock physicomechanical properties, the investigation of the engineering geological conditions, dynamic test and deformation monitoring in situ, a calculation model for determining the potential slide surface is presented, and the potential slide surface and damage model are determined.

所研究的边坡为露天岩质边坡,已出现多次滑坡,根据对边坡岩体的物理力学性质测试,现场工程地质调查,现场动力学测试及滑体位移观测,提出了确定边坡潜在滑动面的计算模型,确定出了优势滑动面及破坏模式。

According to the characteristics of huge underground openings and the layered rock mass, the author finds that the rock mass of side wall along the dip direction is easy to slide along bed plane and the rock mass of side wall athwart the dip direction is easy to bend. The possible geological problems of excavating underground openings in layered rock mass are analyzed, some corresponding countermeasures are also put forward.

结合巨型地下洞室群工程及陡倾角层状岩体的特点,通过分析得出陡倾角层状岩体中大型地下洞室顺倾向侧高边墙岩体易于顺层滑动、反倾向侧高边墙岩体易于倾倒弯折变形破坏的特点,并提出了围岩稳定可能面临的工程地质问题,以及可供采用的对策技术。

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