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高陡顺层石质路堑土钉防护试验研究
引用本文:杨广庆,王锡朝,邢焕兰,张新生.高陡顺层石质路堑土钉防护试验研究[J].岩土工程学报,2004,26(4):486-489.
作者姓名:杨广庆  王锡朝  邢焕兰  张新生
作者单位:石家庄铁道学院土木工程分院;石家庄铁路职业技术学院土木系;中铁十二局集团有限公司 河北石家庄050043;河北石家庄050043;河北石家庄050041;山西太原030024;
基金项目:中国铁道建筑总公司资助项目(G02-9A)
摘    要:为了研究土钉墙的工作性能,分析其受力状态和作用机理,结合某铁路高陡顺层石质路堑土钉墙防护工程实际,进行了现场试验。通过在不同排数土钉的不同位置上埋设钢弦式钢筋计进行使用阶段的性能测试,得出了土钉拉力随土钉长度和时间延续的变化规律、土钉墙潜在的破裂面位置、土钉墙土压力沿墙高的分布规律等有益的结论,可为类似工程的设计与施工提供参考。

关 键 词:顺层路堑  土钉墙  防护  现场测试  
文章编号:1000-4548(2004)04-0486-04

Study on high and steep bedding stone cutting protected by soil nailing
YANG Guangqing,WANG Xizhao,XING Huanlan,ZHANG Xinsheng.Study on high and steep bedding stone cutting protected by soil nailing[J].Chinese Journal of Geotechnical Engineering,2004,26(4):486-489.
Authors:YANG Guangqing  WANG Xizhao  XING Huanlan  ZHANG Xinsheng
Affiliation:1.School of Civil Engineering Shijiazhuang Railway Institute Shijiaz huang 050 043 China 2.Department of Civil Engineering Shijiazhuang Railway Engineering V ocational and Technical Collage Shijiazhuang 050041 China 3.The China Railway 12th Bureau Group Corporation Taiyuan 030024 China
Abstract:The b ehaviors and stren gth of soil nailing are studied by field test, based on the engineering performa nce of the high and steep bedding stone cutting protected with soil nailing. The force of nail on different row and different location soil nailing is meas ured with vibrating wire strain gauge. Some conclusions are elicited, such as th e variation of nail force with nail lengt h and time, the potential sliding surface and the distribution of eart h pressure on soil nailing wall. The test results can be used as reference for the design and construction of soil nailing wall.
Keywords:bedding cutting  soil nailing wall  protection  field test
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