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bank slope相关的网络例句

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

Combined with a high bank slope anchor breast wall project, the application and design method of anchor breast wall used in heightening slope filling near existing retain wall is introduced.

本文结合福建省某高路堤边坡锚定板挡墙工程,介绍锚拉桩基础锚定板挡墙在临近已建挡墙之上填方加高边坡的应用和设计方法。

After that the fractures in the right dam foundation slope were stretched at the beginning of the Quaternary Period because in the period Yakouhoushan mountain quaquaversal dome was blowups quickly. At the same time, the valley trenching of Lancang River reach to 800-1000 meter in altitude at the right bank in Nuozadu dam site. This two reason accelerated the groundwater infiltration in the right bank slope. So, the weathering agency could have invaded deeply in the right bank slope.

导致右岸岩体复杂化的成因是,右岸岩体在早期遭受了多期构造作用和岩体蚀变的基础上,第四纪早期丫口后山穹隆的快速隆起与当时河谷下切至800m~1000m高程这一特殊因素组合引起了右岸岩体沿原有的断裂张开,使地下水等风化营力能够到达坡体较深部位,经过长期的风化卸荷作用,形成了右岸复杂岩体。

The conclusion of the function of riprap layer is enforce the erosion resistance of slope is set up by the safety factor comparison between natural slope and riprap slope. At last, appraise the bank revetment project in Sima bend by study on incipient velocity of riprap.

通过抛石前后安全系数的对比得出抛石层的主要作用为增强岸坡的抗冲制能力的结论,最后通过对抛石起动流速的研究,对嘶马岸段的抛石护岸工程进行了评价。

Support vector machine is used to build the nonlinear relationship. The parameters of SVM are optimized with a continuous ant colony algorithm. Thus the ACAC-SVM is proposed for forecasting slope stability. Slope of right-bank spandrel groove at Jinping is forward slope.

通过分析影响边坡稳定性的主要因素,采用支持向量机建立边坡稳定性和影响因素之间的非线性关系;同时,考虑到支持向量机参数对预测效果的影响,采用连续蚁群算法对其进行优化选择,从而提出边坡稳定性预测的蚁群优化支持向量机模型。

Towards the remained problems of bank slope and the reasons of landslides, the article proposes the practical and safe methods of banket and slide stabilization based on the Design Regulation of Embankment Construction.

同时,针对多年来汉江大堤岸坡存在的问题和造成崩岸滑坡的原因,按《堤防工程设计规范》,提出了实用安全的护脚和固坡方案。

The paper is emphasis on how to simulate the boundary condition of the enrockment near the high steep bank slope.

本文就如何模拟高陡岸坡附近堆石体的边界条件展开工作。

But at the present, because of chronic geomorphy disintegration, altitude and ascent of bank slope have been built down and palliated. Especial rock mass mechanics condition has not been existent, so all kinds of rock mass fracturing deformation was stopped to developing and steady.

但目前因长期的地貌剥蚀作用,坝肩岸坡的高度及坡度均已大为降低减缓,特殊的岩体力学条件已不复存在,岩体内部的各类张裂变形亦停止发展,处于破裂发展稳定阶段。

Lots of deformation and failure phenomenon on the bank slope are dooming in new Fengjie,a county located on the Yangtze River.

奉节新县城库岸边坡自三峡水库蓄水至139 m水位以来多处出现变形破坏,库岸段岸坡变形破坏模式的复杂多样给相应的工程治理带来了较大的困难。

The unsteady seepage problems of bank slope due to water level fluctuation, including variations of pore water pressure, pore air pressure, capillary pressure and water saturation were simulated numerically.

同时分析了某土质边坡在水位波动影响下的孔压(孔隙水压力、孔隙气压力和毛细压力)及含水量变化情况。

This paper reviewed the developments in 2-D numerical model of the water flow. By means of the latest observation data of the prototype, the detailed analysis was made on the major thalweg, section, island and bottomland, the erosion and deposition of the river bed and the scour hole near the dock and the law of the fluvial process was obtained. Based on the related references, the evolution trend of the channel after the Three Gorges was finished was predicted. The 2-D mathematical model of the water flow was set up and validated using the latest data. With the model, the flow and velocity of several cases were calculated. The stability computation of the bank at the typical section under difference conditions was carried out by adopting the world widely used Geo-Slope slope stability analysis program. Finally, the synthetical evaluation on the influence of the project on the flood level, velocity, river circumstances, bank protection and flood prevention was made and the conclusion that the construction of the dock had little effect on the flood discharge was obtained.

本文介绍了平面二维水流二维模型研究进展,对河道历史演变概述,通过最新原型观测资料对河道近期主泓线、断面、洲滩、河床冲淤、码头附近冲刷坑等进行详细分析,总结近期河道演变规律,并参考有关文献,对三峡建成后河道演变趋势进行预测;建立了平面二维水流模型,并根据最新资料对模型进行率定和验证,采用模型对几种工况组合进行壅水和流速计算;采用国际上广泛应用的Geo-Slope滑坡稳定分析程序对几种工况条件下工程断典型断面岸坡进行稳定性计算;最后总结工程建设对洪水位、流速、河势、堤防及防洪抢险等方面进行综合评价,得出码头建设对行洪影响较小的结论。

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