CAJ | 학술논문

当采用深挖方进行公路建设时,会对周围的植被以及对边坡的岩体造成一定的扰动和破坏,当存在有倾向于临空面的滑动面时易导致岩体产生滑移,给以后的行车运营维护带来隐患.工程上多采用抗滑桩、浆砌毛石挡墙、网格护坡梁、挡土墙等措施进行加固.
당채용심알방진행공로건설시,회대주위적식피이급대변파적암체조성일정적우동화파배,당존재유경향우림공면적활동면시역도치암체산생활이,급이후적행차운영유호대래은환.공정상다채용항활장、장체모석당장、망격호파량、당토장등조시진행가고.
When constructing highway by using the deep excavation, it will cause the disturbance and damage to the surrounding vegetation and rock mass on the slope. If there is a tendency to slip free surface, it is easy to lead to rock slide, which brings potential pitfalls for the operation and maintenance. Generally it uses anti-slide pile, mortar rubble wall, slope protection by grid, and retaining wall for reinforcement.