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塔克拉玛干沙漠砂静力触探试验研究
引用本文:杜学玲,杨广庆,陈明长,张喜发. 塔克拉玛干沙漠砂静力触探试验研究[J]. 岩土力学, 2006, 27(4): 673-676
作者姓名:杜学玲  杨广庆  陈明长  张喜发
作者单位:1. 石家庄铁道学院,石家庄 050043;2. 吉林大学,长春 130026
摘    要:在控制相对密度和含水量的条件下进行了系列室内大型槽和中型槽原位测试模拟试验及相关土工试验,取得了塔克拉玛干沙漠砂静力触探指标锥尖阻力qc与容许承载力pa、内摩擦角? 、相对密度Dr和变形模量E0.01的一系列有效数对,建立了qc- pa,qc-? ,qc-Dr,qc-E0.01等相关关系,并给出了适合在沙漠地区应用的数字化表格,为在沙漠地基勘察中推广应用静力触探技术积累了经验。

关 键 词:沙漠砂  静力触探试验  锥尖阻力  沙漠地基勘察  
文章编号:1000-7598-(2006)04-0673-04
收稿时间:2004-08-07
修稿时间:2004-10-28

Testing research of cone penetration test on Taklamaka desert sand
DU Xue-ling,YANG Guang-qing,CHEN Ming-zhang,ZHANG Xi-fa. Testing research of cone penetration test on Taklamaka desert sand[J]. Rock and Soil Mechanics, 2006, 27(4): 673-676
Authors:DU Xue-ling  YANG Guang-qing  CHEN Ming-zhang  ZHANG Xi-fa
Affiliation:1. Shijiazhuang Railway Institute, Shijiazhuang 050043, China; 2. Jilin University, Changchun 130026, China
Abstract:A series of in-situ simulated tests and geotechnical tests are completed in big trough and medium trough under the condition of controlling the relative density and moisture of the Taklamaka desert sand in laboratory. Then some data and indexes such as static point resistance qc of cone penetration test, allowable bearing capacity pa , angle of internal friction ? , relative density Dr , modulus of deformation E0.01 etc. are got. On the basis of these data, some correlations including qc vs. pa , qc vs.? , qc vs. Dr , qc vs.E0.01 and digital forms applied for desert are given. All these are accumulated experience for application of cone penetration test on desert foundation investigation.
Keywords:desert sand   cone penetration test   static point resistance   desert foundation investigation
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