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underpitch vault相关的网络例句

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Is away from with the government office is not far for german typeconstruction governor, is towers to above the green tree cover cragearthen mound Christ church, in that straight thrust vault of heavengreen apex clock turret representative Christ religious doctrine core:The guiding soul flies upwards thus obtains God to redeem.

距离同为德式建筑的总督府不远,是一座耸立于绿树覆盖的岩丘之上的基督教堂,那直刺苍穹的绿色尖顶钟塔楼代表了基督教义中的核心:导引灵魂飞升从而得到上帝救赎。

There was a revival of ancient Roman forms , including the column and round arch, the tunnel vault, and the dome.

复兴古罗马的形式,包括廊柱和圆拱,地道的拱顶以及圆屋顶。

The result shows that, in the whole range of investigation, the main tensile stress in the tunnel vault crown and bottom is in the horizontal direction, which proves that the vertical peak particle vibration cannot totally represent the stress state of rock.

结果表明,在整个考察范围内,拱顶和底板单元的主要拉伸应力为水平方向,说明垂直振速不能完全代表围岩的受力状况。

We find an elementary school crawling with raiders who've been trying to tunnel into Vault 101, but have failed after disturbing a nest of giant radioactive ants.

我们发现了一所小学,这小学里面盘踞着一群想打地道进入101号避难所的强盗。但他们挖到一个辐射蚁窝里去了,于是失败了。

In order to research the fire properties in the municipal tunnel with the mode of natural ventilation and the openings on its roof, full-scale fire tests were designed and conducted in a finished tunnel. The longitudinal diversification laws of maximum smoke temperature around the vault of the tunnel were collected.

为了研究顶部开口的城市隧道在采用自然通风模式下的火灾特性,在已建成的隧道中设计并实施了全尺寸火灾试验,得到了隧道火灾自然通风模式下的拱顶附近烟气最高温度纵向变化数据。

This paper presents results of the wall rock resistance, the lining-stress, distortion and stability of XinDaoGou double vault tunnel along Beijing-Chengde highway using the finite element method.

本文以京承高速公路新道沟连拱隧道为实例,应用有限元数值方法对连拱隧道二次衬砌的围岩抗力、应力、变形及其稳定性等问题进行了模拟与分析。

Descending almost 500 feet under the permafrost, the entrance tunnel to the seed vault is designed to withstand bomb blasts and earthquakes.

通往种子地库的入口隧道,位于永冻带下约 500 英尺处,其设计旨在防御爆炸和地震。

Based on the in-situ monitoring of Gonghe Tunnel and numerical simulation, the failure feature of layered rockmass was analyzed; and the results show that the surrounding rock deformation and displacement, contact pressure and fracture zone mainly exist on the right side of the tunnel vault, that is, the side near the river is larger than that near the mountain.

结合共和隧道现场监测和数值模拟相结合的方法对层状岩体的破坏特征进行了分析,研究结果表明:围岩的变形位移、破坏区都主要集中隧道拱顶右侧,即靠河侧大于靠山侧。

By the half-analytic calculation method, the paper analyzed the tunnel circumjacent constringency and vault settlement with time and alteration depth of tunnel face, the relevant constringency model was built, and the reasonable second support time for hard and soft rock tunnel were proposed.

中文摘要:利用半解析计算方法,考虑了隧道周边收敛和拱顶下沉随时间和掌子面推进距离的变化情况,建立了相关的收敛模型,并由此给出了硬岩及软岩隧道中的二衬的合理支护时机,并结合工程实际对Ⅱ、Ⅲ、Ⅳ、Ⅴ级围岩进行了周边收敛结果的最小二乘拟合计算。

The results show that the ranges of secondary stress distribution have differences corresponding to different wall rock conditions of mining tunnel; but the principal stress distribution transits from compressive stress centralized in mining tunnel sidewall to tensile stress centralized in mining tunnel vault and floor.

研究结果表明,围岩条件不同的采矿巷道其二次应力分布影响范围有所差异,但围岩主应力总体上表现为由巷道边墙中下部位的压应力集中带逐步过渡到拱顶、底板一定范围内的拉应力集中带。

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