CAJ | 학술논문

通过分析其地表变形特征、滑带变形特征、孔隙水压力变化特征，结合堆积体的地质结构并辅以极限平衡计算的验证，阐明堆积体蠕滑变形机制，评价堆积体的稳定状况，为工程治理措施的制定和实施提供可靠依据。研究结果表明：堆积体由于开挖扰动导致沿古滑带发生剪切错动变形，在坡体内形成自下而上微裂缝，改变地下水渗流路径，微裂缝临近滑带一定高程范围内充水，微裂缝内的地下水对滑动体产生静水压力，同时增大滑带处的静水压力，降低堆积体的稳定性系数，导致其急剧变形。当削坡结束且排水洞修建完毕后，微裂缝愈合，静水压力消散，堆积体变形趋缓。研究成果对今后类似边坡的监测资料分析、变形机制分析、工程治理措施具有参考意义。
통과분석기지표변형특정、활대변형특정、공극수압력변화특정，결합퇴적체적지질결구병보이겁한평형계산적험증，천명퇴적체연활변형궤제，평개퇴적체적은정상황，위공정치리조시적제정화실시제공가고의거。연구결과표명：퇴적체유우개알우동도치연고활대발생전절착동변형，재파체내형성자하이상미렬봉，개변지하수삼류로경，미렬봉림근활대일정고정범위내충수，미렬봉내적지하수대활동체산생정수압력，동시증대활대처적정수압력，강저퇴적체적은정성계수，도치기급극변형。당삭파결속차배수동수건완필후，미렬봉유합，정수압력소산，퇴적체변형추완。연구성과대금후유사변파적감측자료분석、변형궤제분석、공정치리조시구유삼고의의。
Through analyzing the deformation characteristics of ground surface and slip zone,variation of the pore water pressure , combined with geolocial structure of the debris and the verification of limit equilibrium calculation,the creep deformation mechanisms of the debris has been studied and the stability has been evaluated. These provide a reliable basis for development and implementation of engineering measures. It is found that the disturbance caused by excavation leads to a shear deformation dislocation along the old slip zone,and then formed bottom-up microcracks inside the debris. It was filled with water inside the microcracks near the slip within a certern elevation range. Groundwater within the microcracks would generate hydrostatic pressure on the sliding body and increase hydrostatic pressure in the slip zone. These changes will reduce stability facter and exacerbate the deformation of the debris. The deformation slows down because of the dissipation of the hydrostatic pressure and healing of the microcracks caused by finishing of the cutting and construction of drainage holes. The research results provide reference value for future similar comprehensive analysis of the slope monitoring data,deformation mechanisms analysis and engineering treatment.