工程地质力学

两个值得关注的工程地质力学问题

Two engineering geomechanics subjects to be worth paying close attention

工程地质力学及其应用中的若干问题

Some issues in engineering geomechanics and Its Applications

薄基岩条带开采工程地质力学模型试验研究

Experimental Research on Engineering Geological Mechanical Model of Strip Mining Below Thin Bedrocks

开采覆岩破坏工程地质力学模型实验研究

Engineering Geologic Mechanical Model Experimental Study on the Overburden Failure Induced by Coal Mining

边坡场地岩体工程地质力学方法

Rock Mass Geomechanics In Site of Slope

汶川大地震都江堰市白沙河堰塞湖工程地质力学分析

Engineering Geo-mechanics Analysis of the Barrier Lake in Baisha River at Dujiangyan City Induced by Wenchuan Earthquake

工程地质力学是以工程为目的研究地质体变形破坏规律的科学。

Engineering geomechanics is a subject aiming at investigating generalized deformation and failure processes of geological body for engineering problems .

基于生产实践和试验观测，探讨了岩体爆破结构面效应、岩体爆破工程地质力学原理。

According to practice and experimental observation , the structure planes effect and engineering geology mechanics principle of rock-mass blasting were discussed .

工程地质力学的主要研究内容应当包括给出关键的力学测量参数、研究获得这些参数的方法及相关的仪器；

The extraction of measurement parameters , development of approaches to obtain these parameters , and research on relevant test devices require the participation of geomechanics .

岩体工程地质力学的问世，不仅推动了工程地质学科的发展，而且提高了解决实际工程问题的能力。

Advancement of the engineering geomechanics rock mass , not only promotes the engineering geology , but also pluckes up ability to solve problems of actual engineerings .

为确保边坡在开挖施工期的安全，作者根据工程地质力学和系统科学相结合的方法，对之进行监控设计，取得了成功。

In order to ensure the safety during excavation process in the slope , the authors made a monitoring design for excavation according to the engineering geomechanics and the system science , and achieved considerable .

本文作者试图运用岩体工程地质力学的原理和方法，解决地下工程设计和施工中遇到的各种岩体工程地质力学问题。

In this paper the authors try to apply the principles and methods of engineering geological mechanics of rock mass to solve various problems in this field for design and construction of underground openings . Theoretically .

结合公路工程地质力学、水力学及局地水文学原理，分析了多雨土石山区高速公路排水系统中急流槽、排水出口及自然土沟溪破坏的主要成因，认为急流冲刷和重力滑移变形是主要原因。

Based on highway engineering geology , hydraulics and topical hydrology , the reasons for the destructions are analyzed . It is pointed out that the flow erosion and the gravitational slippage distortion are the main causes .

本文在分析横山山体地质条件及因地下采空而诱发出的山体变形破坏特征的基础上，对采空区地表山体的变形破坏进行了工程地质力学模拟研究。

The geomechanical modelling research into the deformation failure induced by the underground mining is made in this paper , based on the analysis of the geological conditions of the Hengshan slope and the characteristics of the slope deformation .

爆破震动对边坡稳定性的影响是极其复杂的岩体工程地质力学问题，涉及工程地质、岩石动力学、地震学、地球物理学、地震工程学、工程地震学等相关学科。

The influence of blasting vibration to the stability of the slope is a extremely complicated question of project geological mechanics of the rock which involves the relevant disciplines such as project geology , rock dynamics , seismology , geophysics , earthquake engineering , project seismology etc.

地下工程三维地质力学模型制作逆向控制技术研究与应用

Study and application of inverse controlling technology for 3D geomechanical model construction of underground engineering

还对季节因素对工程地质勘察中力学参数选用的影响进行初步分析，提出相应解决方法。

Moreover , the influence of season factor on the selection of mechanical parameter in engineering geology exploration is preliminarily analyzed and the corresponding resolvent is put forward .

对卸荷岩体的工程地质特征、力学参数的确定、本构关系及卸荷岩体释放荷载的计算方面进行了初步的探讨。

The geological engineering characters , the determination of mechanical parameters as well as the constitutive relations of the unloading engineering rock masses and the calculation of the releasing load are discussed in the paper .

本文从工程地质和岩体力学两个方面，结合金伯利岩管中的捕虏体，对地下采场顶板上球形结构面的稳定性问题进行研究。

The problem of stability of the spherically structural face on the roof of the underground stope is investigated from the two respects of engineering geology and rock mechanics together with the xenolith in the Kimberlite pipe .

鉴于对工程地质和岩石力学机理认识的不成熟，大跨度隧道施工技术目前虽有较大发展，但对大跨度隧道的设计和施工仍然处于探索和尝试阶段。

In view of the limitations of geological conditions and mechanism of rock mechanics , the design and construction of large span tunnel are still in the stage of exploration and attempt , although the construction technology of such tunnel has currently developed well .

地下工程中岩体工程地质力学问题

Some Problems on Geological Mechanics of Rock Mass in Underground Engineering

最后，以工程为例说明地质力学模型试验在分岔隧道研究中的应用。

Finally , an example is provided to illuminate the application of geomechanical model test in forked tunnel research .

以工程地质与岩土力学的有机结合，对滑坡防治中的几个关键技术介绍其处理方法，希望对从事滑坡灾害防治的人员有所帮助。

The author , based on experience and research for landslide control of44 a and connected engineering geology with rock mechanics , presents several key .

作者以丰山铜矿露天边坡的工程地质调查和岩石力学参数试验为基础，对滑坡原因作了调查分析，进行了边坡稳定性计算和评价，对滑坡区段提出了整治措施。

On the basis of the engineering geologic survey and the rock mechanics parameter test of open pit slope in Fengshan Copper Mine , the author analyzed the causes of slope-sliding , calculated and evaluated the slope stability , and put forward measures for controlling the slope-sliding zone .

在对浙江省平阳矾矿进行采空区调查，工程地质评价，岩石力学试验，有限元分析计算的基础上，提出了利用矾渣进行局部充填的综合治理方案。

A programme of comprehensive treatment of partial filling of drawn slope with dross of smelted alunite is put forward based on survey of the drawn slope , engineering geological evaluation , rock mechanics tests and finite element analysis and calculation in Pingyang Alunite Mine , Zhe Jiang province .

其中结构面的力学性能对岩体的整体稳定性起着十分重要的作用，因此，研究岩体中原生结构面的起裂、扩展和贯通演化过程及其工程影响成为工程地质及岩石力学领域中的热点和难点之一。

The mechanical properties of joints play a predominant role in determining its global stability , consequently , it has been a hot topic in the fields of geology and rock engineering fields .

纵观古今，博览中外，作为基坑工程主要内容的工程地质以及岩土力学与基础工程的一门学科，已经有70多年历史。

The main contents of excavation engineering including engineering geology , rock and soil mechanics and foundation engineering have been existing for seventy years .

系统深入地开展这些问题的研究，将对选坝、工程布置、工期、造价和施工运行安全以及岩体工程地质力学理论的发展都有十分重要的意义。

Systematic pre study of these problems is very important for selection of dam site , lay out of engineering project , timelimit , cost and safety , etc.