他们顺坡下山，向那个村子走去。
这时，他看到在山的另一侧，顺坡而下有一行马蹄印。
Then he saw the marks going down the other side of the mountain.
岩溶作用在小区产生了顺坡或顺层延伸的溶洞和深部蜂窝状溶孔。
Many slope-parallel or layer-parallel caves near the surface and beehive-like dissolved holes in depth were generated by karstification in the area.
顺坡种植油菜-花生处理，坡面流失泥沙钾、磷养分浓度高于休闲裸坡处理。
Nutrient concentration of soil loss under covered with vegetation over the fallow.
本文从理论上分析了平流直线型顺坡及逆坡沉沙池的水流特性及泥沙运动过程。
The hydraulic properties and the course of sediment movement in settling basins of straight-line type with positive or reverse gradient slope are deseribed.
一家人住在这又冷又险的地方，头顶危耸一座高山，陡峭险峻，山岩时常顺坡轰隆隆滚落，深更半夜吓他们一大跳。
They dwelt in a cold spot and a dangerous one; for a mountain towered above their heads, so steep, that the stones would often 4)rumble down its sides and startle them at midnight.
因此导致的解冻也快得吓人：雨水管和雨水槽不停地滴水，人行道上堆着一滩滩积水，街道上也发了水，顺坡而流的水声不绝于耳。
The resulting thaw was alarming in its suddenness, drainpipes and gutters dripping, sidewalks puddling, streets flooded, a constant sound of water rushing downhill.
结果表明：边坡的失稳主要受顺坡向的节理面和F1等断层控制。它在将来某种条件下的失稳破坏并会形成前端整体的滑动破坏模式。
The results show that the joint surface and the F1 fault of the slope made a major impact on the slope instability and formed the front section damage and slide mode under certain conditions.
对影响顺层岩质边坡稳定性的主要因素及其变形破坏模式进行了研究总结。
The major influence factors of stability and the deformation and failure modes of consequent bedding rock slope are summarized.
顺倾层状岩石路堑边坡是道路边坡工程中常见类型之一，该类边坡具有数量多、分布广和工程稳定性差等特点。
The dip bedded rock slope is one of the familiar types of cutting slopes at present, its engineering characters take on large quantity, distribution and instability.
对现场爆破情况分析知，顺层台阶爆破的抵抗线、炮孔装药量、软弱夹层含水率是影响边坡稳定性的主要因素。
Resistance lines, hole charge, moisture content of interlayer are the main factors to effect the slope stability in blasting of layered rock masses by analyzing site blasting.
本文根据顺层边坡的地质背景及力学作用机制，抽象出了顺层边坡溃屈破坏的力学模型。
Based on the geological background and mechanism, mechanical model of buckling failure for the consequent slope is given in this paper.
通过工程实践，将层状岩体边坡顺层破坏机理归纳为三方面的问题，即：平面旋转滑动、解体滑动和渐进破坏。
Through the engineering practice, the bedding failure mechanisms of bedded rock side-slope could be divided into three types: plane rotatory sliding, disintegration sliding and gradual destruction.
为了分析顺层岩质边坡弱面注浆效应，采用了基于拉格朗日差分法的数值分析模型对其进行模拟。
In order to analyze weak plane grouting effect of consequent bedding rock slope, it is simulated by numerical analysis model which is based on Lagrangian difference method.
开挖顺层岩石高边坡，往往需要进行预加固，因而合理确定坡体开挖松动区范围就便成为核心问题。
Some stabilizing structures must be set before cutting a bedding high rock slope, and how to determinate the range of disturbed zone becomes the key problem.
对铁路运营养护单位预防和处治顺层岩坡病害提出了建议。
Some suggestions of prevention and treatment the disaster of consequent landslide was presented.
文中结论可为顺层岩质边坡的科研、设计和施工提供参考。
These conclusions can be used as a conference in research, design and construction of rock bedded slope.
该方法简单适用，对研究顺层岩质边坡失稳机理具有重要意义。
The method is simple and important to studying mechanism of bedding rock slope.
顺层边坡的破坏可以按照平面滑移面计算确定发生变形的判据，库仑方程是这种破坏适宜的破坏判据。
The breakage of bedding slope can be calculated as plane slippage, and the coulomb formula is fit for it.
通过对顺层边坡岩体结构屈曲和后屈曲变形因素的分析，提出了以位移形式表示的层状边坡溃屈破坏的上限值。
The upper bound for buckling failure of bedding slope is derived in the form of displacement by researching buckling deformation factors.
本文分析了地下水对顺层岩坡优势面水力学作用的机理。
The hydraulic effect of the ground water on the preferred planes in consequent rock slope is analyzed in this paper.
本文从突变理论入手，建立了顺层边坡的尖角型突变模型，并推导出了边坡系统的总势能表达式以及这类边坡失稳的临界条件。
A cusp catastrophic model is founded on the stability of an inclined bedding slope from catastrophic theory, and a formula of the total potential energy and a criterion condition are derived.
层状结构边坡分为：水平坡、顺层坡和逆层坡，其中顺层坡最轻易发生失稳破坏。
Layered slopes included: The level slopes, bedding slopes and inverse slopes, in which bedding slopes are destroyed early.
利用地质力学模型试验方法，对上述两个问题进行了探讨，给出了确定开挖松弛区范围的方法，以及顺层岩质边坡的边坡走向与岩层走向夹角的上限值。
The large-scale model testing is one of the important methods to research style of structural internal force and stability of surrounding rock in double-arch tunnel.
为了分析不同岩质顺向坡岩层倾向与坡向夹角对斜坡稳定性的影响，建立考虑侧限顺层平面型斜坡的稳定性计算模型。
In order to analyze the influence of intersection angle between trend of slope and strata on the stability of bedding slope, stability calculating model of bedding landslide is built.
含软弱夹层顺层岩质边坡是常见的边坡类型之一，其地震响应规律与变形破坏机理是边坡抗震设计的基础。
Bedding rock slope within weak interlayer is one of the most common slope types. Its seismic response law and deformation failure mechanism are the basis for seismic design of Slopes.
利用文中理论方法及所建立的位移判据，并结合工程现场有效的量测手段，可方便、有效的判定岩质顺层边坡的稳定性。
The displacement criteria given in the paper and the available measure method in engineering locale are used to predict the stability of the rock slope conveniently and efficiently.
本文利用离散单元方法(dem)分析了三峡水库某公路顺层岩质边坡开挖变形破坏机制及其演变过程，并对工程治理效果进行模拟研究。
DEM is used to analyze the evolvement course of the excavation deformation of a road bedding lithologic slope in the Three Gorges reservoir region, and to simulate the effect of control project.
本文利用离散单元方法(dem)分析了三峡水库某公路顺层岩质边坡开挖变形破坏机制及其演变过程，并对工程治理效果进行模拟研究。
DEM is used to analyze the evolvement course of the excavation deformation of a road bedding lithologic slope in the Three Gorges reservoir region, and to simulate the effect of control project.
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