岩体工程地质力学

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

边坡场地岩体工程地质力学方法

Rock Mass Geomechanics In Site of Slope

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 .

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.

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 .

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.

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 .

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 .