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软岩高边坡喷锚挡护的试验研究
引用本文:周德培,李安洪.软岩高边坡喷锚挡护的试验研究[J].岩土力学,1997,18(4):48-53.
作者姓名:周德培  李安洪
作者单位:西南交通大学地下工程与岩土工程系!成都,610031,铁道部第二勘测设计院路基科!成都,610031
摘    要:结合南昆铁路软岩深路堑高边坡采用喷锚挡护的工程,开展了地质力学模型试验研究。结果表明:采用喷锚挡护时可明显减小开挖在坡体内形成的松动区范围;开挖坡面的变形具有“臌肚子”特征。还给出了喷层上土压力分布、锚杆受力规律等结果。在此基础上对原设计和施工提出了“保住中部,稳定坡脚”的修改原则。

关 键 词:喷锚挡护  高边坡  模型试验

Experimental Study on Shotcrete-bolt Support Applied to High Steep Slope of Weak Rockmass
Zhou Depei, Li Anhong.Experimental Study on Shotcrete-bolt Support Applied to High Steep Slope of Weak Rockmass[J].Rock and Soil Mechanics,1997,18(4):48-53.
Authors:Zhou Depei  Li Anhong
Abstract:The geomechanical model tests were carried out to study the stability of high steep slope of weak rockmass supported by shotcrete-bolt for the cutting engineering of Nankun railway. The test results show that the deformation of the cutted surface of the the slope has led to the characteristic shape of " a swelling abdomen ", and that the loose area formed in the slope is reduced distinctly with the help of shotcrete-bolt support. According to the test results the constructive amendments are submitted to the design.
Keywords:shotcrete-bolt support  high steep slope  model test
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