摘要
生态护坡法在国内外得到了广泛的应用与发展.通过回顾前人在生态边坡稳定性方面各类模型试验研究,从导致边坡失稳的重力作用因素、冲刷作用因素、水的入渗侵蚀作用因素、风蚀作用因素以及地震或其他形式等作用因素进行分类展开,介绍了目前生态边坡稳定性模型试验的研究现状,对比评述了各生态护坡稳定性模型试验研究中所取得的成果以及各类模型试验方案的可取之处,同时也提出了生态护坡稳定性模型研究中所存在的一些不足之处,并对生态护坡研究的未来发展趋势进行了展望.
The ecological slope protection has been widely applied and developed at home and abroad. By means of recalling the previous model test of ecological slope stability research, the classification expands from the lead to slope failure factors of gravity action, washing action, water infiltration erosion action, wind erosion action and seismic or other forms action. The paper introduces present research situation of the ecological slope stability model, contrasts and relates the merits of some ecological slope stability model test research. Some inadequacies of the ecological slope stability model tests are put forward and the future development trends of the ecological slope stability research are also expected.
出处
《有色金属科学与工程》
CAS
2013年第2期66-74,共9页
Nonferrous Metals Science and Engineering
基金
江西省交通厅科技项目(2012C0003)
江西省交通厅科技项目(2012C0004)
关键词
生态护坡
模型试验
重力
冲刷
入渗侵蚀
风蚀
地震
ecological slope protection
model test
gravity action
washing action
water infiltration erosion action
wind erosion action
seismic action
