基于降雨滑坡模拟试验的花岗岩残积土边坡破坏模式分析
胡 华1,2*,吴 轩1,2,张 越1,2

(1.厦门大学建筑与土木工程学院,福建 厦门 361005; 2.厦门大学深圳研究院,广东 深圳 518057)

降雨滑坡; 破坏模式; 模拟试验; 降雨强度; 边坡坡度

Failure mode analysis of granite residual soil slope based on rainfall landslide simulation test
HU Hua1,2*,WU Xuan1,2,ZHANG Yue1,2

(1.College of Architecture and Civil Engineering,Xiamen University,Xiamen 361005,China; 2.Shenzhen Research Institute of Xiamen University,Shenzhen 518057,China)

rainfall landslide; failure mode; simulation test; rainfall intensity; slope gradient

DOI: 10.6043/j.issn.0438-0479.202004031

备注

以花岗岩残积土为代表性土样,在大雨、暴雨、大暴雨、特大暴雨4种不同降雨等级条件下对4种不同坡度的边坡模型进行了强降雨模拟试验,研究降雨强度和边坡坡度对其破坏模式的影响特性.结果表明边坡破坏模式主要有深层整体破坏、深层局部破坏、浅层整体破坏和浅层局部破坏4大类:前3类破坏发生在降雨强度较大的模拟试验中; 而浅层局部破坏数量占总数的一半,并涵盖到所有工况,是本次试验边坡失稳破坏主要模式.此外,随边坡坡度的增大,破坏模式由滑落破坏逐步转化散落崩塌破坏,边坡滑塌所需的降雨时长逐渐减少.研究结论对揭示降雨引发残积土滑坡特性具有一定的理论和现实意义.
Taking the residual soil of granite as the representative sample and under four different rainfall levels,i.e.heavy rain,rainstorm,downpour,torrential rain among others,four slope models with different slopes are simulated by heavy rainfall to study the influence of rainfall intensity and slope gradient on the failure-mode characteristic.Results show that the failure mode of slope mainly includes four categories,namely deep overall failure,deep partial failure,shallow overall failure,and shallow partial failure.These first three types of failure occur in the simulation test with high rainfall intensity,while the number of shallow partial failare accounts for half of the total amount and covers situations of each slope and rainfall intensity,constituting the main mode of slope failure in this test.Moreover,as the slope gradient increases,the failure mode is gradually transformed from sliding landslide to scattered collapse,and the rainfall time required for slope collapse gradually decreases.The conclusion theoretically and practically reveals characteristics of residual soil landslides caused by rainfall.