赣东北横峰县港边岩体是我国罕见的能在填图尺度上表示的岩浆混合杂岩体。
The Gangbian magma mixed complex from northeastern Jiangxi Province is an important constitute in the Late Proterozoic magma mixed zone in the southeastern margin of the Paleo Yangtz continent.
海啸警报响起时，广间巢世坂正在他开在岩手县沙滩边的渔具店里。
Hiromaru Sasazaki was at his fishing-tackle shop by the beach in Rikuzentakata when the the tsunami warning sounded.
针对该课题，本文对基于遗传算法的岩质边坡稳定性评价进行了探讨和研究。
As to this method, some researches about the slope stability evaluation by optimizing means were done by this thesis.
河岩边开着可爱的蓝色小花。
指出坡高、坡比和风化层厚度是硬土软岩边坡稳定性的主要影响因素。
Pointed out the slope high the ratio of slope and the weathering depth is the hard soil and soft rock side slope stable major effect factor.
在此基础上，确定了边坡岩体的破坏模式，为边坡岩体力学分析提供了重要的基础。
On this basis, it determines the failure mode of the slope rockmass and presents an important foundation for the rockmass mechanics analysis.
岩体腐蚀是路基边坡变形破坏的前提与基础。
Rockmass corrosion is the base deformation and failure of the subgrade slope.
楔形体破坏是岩质边坡中最常见的一种破坏形式，楔形体稳定问题也是岩质边坡工程中的经典问题。
Wedge failure is one of familiar failure types in rock slope, and the stability analysis of wedge is a classical problem in rock slope engineering.
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.
在铁路、交通、水利水电、矿山等基本建设工程领域，均存在大量高陡岩质边坡。
There are all have the high rock slope in railroad, traffic, water conservancy, and mine etc. basic engineering construction region.
其次指出岩质边坡在工程实际中的意义；
Then the meaning of rock slope in engineering practice is pointed out.
块体理论作为分析节理岩体边坡的重要方法，已经在工程界得到广泛的应用。
As a significant method for rock mass slope analysis, Block Theory has been used far and wide in engineering field.
岩质边坡稳定问题是该工程十分突出的问题之一。
Stability of the side of rock is a very important problem to this engineering.
由于岩体具有不均匀性、不连续性和随时间变化的特性，目前在层状岩体边坡工程的岩体力学参数选取方面仍然存在一些问题。
Because rock mass possesses heterogeneity, discontinuity and rheology property, there exists some problems on the choice of rock mass mechanical parameter of layer rock mass slope engineering.
在边坡尤其是高陡岩质边坡工程中，崩塌落石灾害已经成为仅次于边坡稳定的研究课题之一。
The disaster of rockfall has became one of research subject which is second only to slope stability, particularly in engineering of high and steep rock slope.
由于系统锚杆作用的被动性和边坡岩体变形的非均匀性，使得不同位置的锚件的应力出现较大的差别。
Because of the passivity action of systematic bolts and the heterogeneity of rock mass deforming, systematic bolts have different stress in different position.
这条船停泊在一个摇摇欲坠的石灰岩码头边。
The boat was tied up alongside a crumbling limestone jetty .
在地质调查及边坡岩体结构分析的基础上，对滑坡侵蚀的地质背景及工程地质条件进行了详细的研究。
On the basis of geological exploration and rock structure analysis of the slope, the geological background and engineering conditions were researched especially.
锚杆支护是加固失稳岩质边坡的有效方法，其技术可行，施工方便，工程费用较低。
The anchor support is a effective method for reinforcing failure rock slope with technic feasibility, construction convenience and lower cost.
在阐述了层状岩质边坡的工程特性和控稳因素后，揭示了层状岩质边坡内地下水的分布特征。
Based on engineering characters and stability controlling factors of layered rocky slope, the distribution characters of ground water in layered rocky slope are shown.
有限元分析的结果表明，有根系岩质路堑边坡表层土体的变形明显小于无根系岩质路堑边坡表层土体的变形。
Result that finite element analyse indicate that rock slop and road cuttings with root system's deformation is smaller obviously than rock slop and road cuttings without root system's.
本文以岩体工程地质力学分析原理为基础，主要研究了井工开采影响下，其上方边坡岩体的运动变化特征。
Based on the analysis principles of engineering geomechanics of rock mass, the paper mainly studies the changing features of rock slope movement under the influence of underground mining.
岩质边坡稳定性分析是岩土工程的一项重要工作。
The geotechnical engineering has a abiding interest in rock slopes stability analysis.
边坡岩体抗剪强度参数是影响边坡稳定性的主要地质因素之一。
Shear strength value of rock mass of slope is one of the important geological factors affecting stability of slope.
岩质边坡稳定性分析通常采用极限平衡分析法。
Limit equilibrium analysis methods are usually used to assess stability of rock slopes.
在此基础上，研究了材料参数对岩质边坡安全系数的影响。
On the basis of this, the effects of material parameters on safety factor of rock slope are studied.
以李家峡大坝工程为例，对高边坡岩体的各向异性和动力特性进行了较详细的测试研究。
The testing for the anisotropy and dynamic characteristics of high slope rock mass are studied in detail by taking the Lijiaxia dam project as a case study.
以李家峡大坝工程为例，对高边坡岩体的各向异性和动力特性进行了较详细的测试研究。
The testing for the anisotropy and dynamic characteristics of high slope rock mass are studied in detail by taking the Lijiaxia dam project as a case study.
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