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扁铲侧胀试验求解土的不排水抗剪强度
引用本文:唐世栋,傅纵.扁铲侧胀试验求解土的不排水抗剪强度[J].工程勘察,2004(5).
作者姓名:唐世栋  傅纵
作者单位:同济大学地下建筑与工程系 上海200092 (唐世栋),同济大学地下建筑与工程系 上海200092(傅纵)
摘    要:不排水抗剪强度是反映软土特性的一个重要指标 ,扁铲侧胀试验 (DMT)的过程能够充分模拟软土的不排水条件 ,是获取土的不排水抗剪强度参数的一种有效方法。本文在分析国内外研究现状的基础上 ,通过与实际工程中相邻孔十字板剪切试验所得Su 值进行对比、修正 ,提出了适用于上海地区的扁铲侧胀试验计算不排水抗剪强度的实用公式 ,并在实际工程中得到验证。

关 键 词:扁铲侧胀试验  不排水抗剪强度  水平应力指数  材料指数

Calculation of the Undrained Shear Strength of Soils with Flat Dilatometer Test
Tang Shidong et al..Calculation of the Undrained Shear Strength of Soils with Flat Dilatometer Test[J].Geotechnical Investigation & Surveying,2004(5).
Authors:Tang Shidong
Affiliation:Tang Shidong et al.
Abstract:The undrained shear strength is an important index to reflect the characteristics of soft soils. The process of flat dilatometer test (DMT) can simulated the undrained conditions of soft soil adequately. It is an e ffective method in situ test to obtain the undrained shear strength. Based on th e study results from the domestic and overseas a practical formula for the calcu lation of the undrained shear strength is put forward by the contrast and correc tion with the value of S\-u from the field vane test in Shanghai,and the formul a has been validated in practical engineering.
Keywords:flat dilatometer test  undrained shear strength  in dex of horizontal stress  material index
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