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润扬大桥锚碇基岩摩阻力试验研究
引用本文:吉林,眭峰,王保田.润扬大桥锚碇基岩摩阻力试验研究[J].岩石力学与工程学报,2004,23(2):256-260.
作者姓名:吉林  眭峰  王保田
作者单位:1. 江苏省长江公路大桥建设指挥部,南京,210001
2. 河海大学,南京,210098
摘    要:采用室内试验和现场剪切试验等手段研究了润扬大桥南北锚碇基底基岩-混凝土胶结面的强度,并根据试验研究成果及现场实际情况,综合分析多种影响因素,研究确定整个锚碇范围内基底摩阻力情况。

关 键 词:润扬大桥  锚碇  岩石力学  基岩  摩阻力  接触面  室内试验  剪切试验  悬索桥
文章编号:1000-6915(2003)02-0256-05
收稿时间:2003-5-24
修稿时间:2003-6-5

TESTING STUDY ON BASE RESISTANCE OF THE ANCHORS AT RUNYANG YANGTZE BRIDGE
Ji Lin,Xu Feng,Wang Baotian.TESTING STUDY ON BASE RESISTANCE OF THE ANCHORS AT RUNYANG YANGTZE BRIDGE[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(2):256-260.
Authors:Ji Lin  Xu Feng  Wang Baotian
Affiliation:Ji Lin1,Xu Feng1,Wang Baotian2
Abstract:The shear strength of the contacting surface between bedrock and anchor concrete is obtained through laboratory direct shear test and in-situ shear test at the South Suspension Bridge of Runyang Yangtze Bridge. The testing results show that there is significant cohesion on the contacting surface between full weathered rock and concrete because of the rough contacting surface. The shear strength indexes c and j are the functions of roughness of contacting surface between concrete and weak or slight weathered rocks. The available shear strength indexes c and j are suggested for the contacting surfaces between concrete and full to slight weathered rocks on the anchor base according to the testing results.
Keywords:rock and soil mechanics  concrete anchor  bed rock  friction resistance  contacting surface
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