引文
[1]Scheidegger A E.The principle of antagonism in the Earth‘s evolution.Tectonophysies,1979,55:T7—T10.
[2]Scheidegger A E.InstabiIity principle of geomorphic equiIibrium.Z.Geomorphol,1983,27(1):1—9.
[3]Scheidegger A E.The catena principle in geomorphology.z.Geomorphol,1986,30(3):257—273.
[4]Scheidegger A E,Ai,N.S.Tectonic Processes and geomorphological design.Tectonophys,1986,126:258—300.
[5]Ai N S,Scbeidegger A E.Valey trends in Tibet.Z.Geomorphol,1981,25:203—212.
[6]Ai N S,Li Y L,Scheideqge A E.Xu S Y.The neotectonic tree field in the regions of Shaanxi,Gansu,Ningxia and Qinghai(China).Rock Mechanics,1981,14:167—185.
[7]艾南山,等.东南沿海水系及新构造应力场.地理学报.1982.37(2):111~122.
[8]Scheidegger A E.Geojoints and geostresses.in Rossmanith(ed.),Mechanics of Jointed and Faulted Rock.Balkma:Rotterdam,1995.3-35.
[9]余庆余,等.水系分布方向计算的密集度方法.地理科学,1985,5(1):1~10.
[10]陈洪凯,等.四川省公路水段与地质环境的关系探讨.重庆交通学院学报,1994,13(4):24~33.
[11]艾南山,等.从泥石流、滑坡对公路交通的影响探讨公路建设的几个问题——1984年夏季天水武都两地区公路水毁初步调查.见:兰州大学西北开发综合研究所.西北开发探索文集.成都:四川科学技术出版社,1986.129~133.
[12]Ai N S.,Scheidegger A E.The acismotectonic stress field in the Chinese craton.西北地震学报,1984,6(3):1~15.
[13]Scheidegger A E.Orientationsstruktur der Talanlagen in der Schweiz.Geogr.Helvitica,1979,34:9~15.
[14]艾南山,等.华北地区水系及新构造应力场.重庆交通学院学报,1982,1(3):18~27.
[15]吕德寿,等.川西山地公路水毁与新构设应力场.重庆交通学院学报,1992,11(3):8~12.
[16]Fu C Y.The seven classes and model of landslide’s classification and the law of landslide’s distribution in Chinese railways.Proc.4th Intern.Cong.IAEG,New Delhi,1982,Vol.3:161—168.
[17]Scheidegger A E.Ai N S.Clay slides and debria-flow in the Wudu region and their tectonic implication.科学控索学报,1987,7(1):253—264.又见:Scheidegger A E.,艾南山.武都地区的滑坡和泥石流及其构造意义.滑坡文集(兰州滑坡会议论文选集),北京:铁道出版社,1988.413~418.
[18]李后强,等.人地协同论——兼论人地系统的若干非线性动力学问题.地球科学进展,1996,11(2).
[19]Ai N S.Effects of neotectonic stress field on landslides.Proc.4th Intern.Confer.&Field Workshop on Landslides,Tokyo,1985,433—436.
[20]艾南山.侵蚀流域系统的信息熵.水土保持学报,1987,1(2):1~8.
[21]艾南山,等.再论流域系统的信息熵.水土保持学报,1988,2(4):1~9.
[22]岳天祥,等.流域系统稳定性的判别指标——超熵.水土保持学报,1989,3(3):20~28.
[23]蒋忠信.矩形流域地貌信息熵的探讨.水土保持通报,1989,(6):83~87.
[24]Jiang Z X.Shape of the longtitudinal profile of the valley and superentropy in drainage-system of debris flow.Proc.Intern.Symp.on Debris Flow and Flood Disaster Protec.Emei,China.vol.A,1991.264—269.
[25]艾南山.新构造应力场与公路工程地质们病害和公路建设的几个问题.兰州大学学报(交叉科学辑刊),1987,(1):87~94.
[26]Gu H Y,Ai N S,Zhu H R.,Qian X R.The macro-and micro-analyaes of environment stress field in tunnel engineering.Proc.Intern.Symp.on Low Cost Road Tunnels,Oslo,Sweden,1984,609—624.
[27]陈洪凯,等.岷江航道水毁与新构造应力场的关系探讨.重庆交通学院学报.1993,12(2):58~63.
[28]Scheidegger A E.Hazard:singularities in geomorphicsystems.Geomorphology,1994,(10):19—25.
[29]Scheidegger A E.Theoretical Geomorphology.Third ED.Berlin:Spring-Verlag,1991,260—262.
[30]罗德军,等.泥石流暴发的自组织临界性.山地研究,1995,13(4):213~218.