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FAST岩土工程模型实验简介
引用本文:王馨语,郭明,赵硕. FAST岩土工程模型实验简介[J]. 地下水, 2012, 0(2): 142-143,165
作者姓名:王馨语  郭明  赵硕
作者单位:贵州大学资源与环境工程学院
摘    要:FAST台址区广泛分布大量岩堆,厚度大、稳定性差,如何解决台址开挖过程中岩堆的稳定性,是关系到FAST安全稳定运营和台址开挖投资控制的关键。在岩堆现场调查的基础上,通过岩土工程模型试验,探索验证洼地岩堆的特有性质,并对不同支挡方式在该种条件下的稳定性和工作性能进行实验和分析,为FAST台址区岩堆的治理设计提供依据。

关 键 词:FAST  岩堆  验证  模型实验

Study on civil engineering model experiment of fast
WANG Xin-yu,ZHAO Shuo. Study on civil engineering model experiment of fast[J]. Groundwater, 2012, 0(2): 142-143,165
Authors:WANG Xin-yu  ZHAO Shuo
Affiliation:,GUO Ming(College of Resource and Environment Engineering,Guizhou University,Guiyang 550003,Guizhou)
Abstract:There is a large quantities rock pile which is great thickness and poor stability in FAST area.The key problem to excavate investment control is to solve the stability during excavation process,it refers to FAST operates securely and stably.On the basis of field investigation at rock pile,through the geotechnical engineering model test,we exploring and checking proper quality of depression rock pile,experimenting and analysing different support method’s stability and performance in this condition to supplies foundation to the FAST area governance and design.
Keywords:FAST  rock pile  verification and the model test
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