CAJ | 학술논문

随着大中型水库的陆续兴建,形成了大量的涉水岸坡,库水水位的波动将影响这些岸坡的稳定性,可能诱发水库滑坡,甚至形成地质灾害.库水水位的变化将引起岸坡体内地下水的非稳态渗流,因此其稳定性分析变得十分复杂.目前,设计人员大都采用经验概化,或者照搬规范的方法,使设计中主观性和定性的成分比较高.本文重点介绍了作者近几年围绕涉水岸坡的稳定性分析所取得的一些研究成果.其中,包括库水水位变化过程中浸润面位置的求解、有限元强度折减法在涉水岸坡稳定性分析及埋入式抗滑桩治理工程中的应用.
수착대중형수고적륙속흥건,형성료대량적섭수안파,고수수위적파동장영향저사안파적은정성,가능유발수고활파,심지형성지질재해.고수수위적변화장인기안파체내지하수적비은태삼류,인차기은정성분석변득십분복잡.목전,설계인원대도채용경험개화,혹자조반규범적방법,사설계중주관성화정성적성분비교고.본문중점개소료작자근궤년위요섭수안파적은정성분석소취득적일사연구성과.기중,포괄고수수위변화과정중침윤면위치적구해、유한원강도절감법재섭수안파은정성분석급매입식항활장치리공정중적응용.
With the construction of large and medium sized reservoirs, a lot of fording slopes appear and the change of reservoir water level will influence the slope stability, which would lead to landslides, even geological hazards. The stability analysis becomes very complicated since the fluctuation of water level would cause unstable seepage for the underground water inside the slope. At present, researchers mostly adopt the methods of empirical generalization or copy standards in practical engineering, which will make the design subjective and qualitative. So the researches on the methods of stability analysis are significant to engineering safety, environment protection and hazard prevention both theoretically and practically. In the paper, some achievements of stability analysis by the authors are introduced, including the solution to phreatic surface during the change of water level, the application of strength reduction FEM in stability analysis and the application of embedded anti-slide piles in the controlling engineering.