|
[1] 黄润秋. 结构面起伏度的定量研究[J]. 水文地质工程地质,1992,19(6):6–10.(HUANG Runqiu. A quantitative study of undulations of discontinuities[J]. Hydrogeology and Engineering Geology,1992,19(6):6–10.(in Chinese))
[2] 陈红旗,黄润秋,林 峰. 大型堆积体边坡的空间工程效应研究[J]. 岩土工程学报,2005,27(3):323–328.(CHEN Hongqi,HUANG Runqiu,LIN Feng. Study on the spatial engineering effect of large accumulation slope[J]. Chinese Journal of Geotechnical Engineering,2005,27(3):323–328.(in Chinese))
[3] 徐文杰,胡瑞林,岳中琦,等. 土石混合体细观结构及力学特性数值模拟研究[J]. 岩石力学与工程学报,2007,26(2):300–311.(XU Wenjie,HU Ruilin,YUE Zhongqi,et al. Mesostructural character and numerical simulation of mechanical properties of soil-rock mixtures[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(2):300–311.(in Chinese))
[4] MEDLEY E. Using stereological methods to estimate the volumetric proportions of blocks inmélanges and similar block-in-matrix rocks(bimrocks)[C]// Proceedings of the 7th Congress International Association of Engineering Geology. Rotterdam:Balkema,1994: 1 031–1 040.
[5] BRANDT J R T. Behavior of soil-concrete interfaces[Ph.D.Thesis][D]. Alberta,Canada:University of Alberta,1985.
[6] HUCK P J,LIBERT T,CHIAPETTA R L,et al. Dynamic Response of soil/concrete interface at high pressure[R]. Washington D.C.,USA:IITRI(Illinois Institute of Technical Research Institute) for Defense Nuclear Agency,1974.
[7] POTYODY J G. Skin friction between various soil and construction materials[J]. Geotechnique,1961,11(4):339–353.
[8] TSUBAKIHARA Y,KISHIDA H,NISHIYAMA T. Friction between cohesive soils and steel[J]. Soils and Foundations,1993,33(2):145–156.
[9] UESUGI M,KISHIDA H. Influential factors of friction between steel and dry sands[J]. Soils and Foundations,1986,26(2):33–46.
[10] UESUGI M,KISHIDA H. Frictional resistance at yield between dry sand and mild steel[J]. Soils and Foundations,1986,26(4):139–149.
[11]
|