极限抗拉强度
材料科学
拉伸试验
岩土工程
含水量
粘土
开裂
复合材料
抗压强度
土壤水分
环境科学
地质学
土壤科学
作者
Chao‐Sheng Tang,Xiangjun Pei,Deyin Wang,Bin Shi,Jian Li
出处
期刊:Journal of Geotechnical and Geoenvironmental Engineering
[American Society of Civil Engineers]
日期:2014-12-15
卷期号:141 (4)
被引量:159
标识
DOI:10.1061/(asce)gt.1943-5606.0001267
摘要
Tensile strength of soil plays an important role in controlling the cracking and tensile failure of many earth structures. In this investigation, a direct tensile test apparatus was developed to determine the tensile strength of compacted clayey soil over a broad range of water contents (4.3–28.5%) and with different dry densities (1.5–1.7 Mg/m3). The results show that the tensile strength of compacted clayey soil significantly depends on water content. The tensile strength characteristic curve (TSCC) exhibits one peak value occurring at the critical water content wc around 11.5%. With increasing water content, the tensile strength increases at the dry side of wc and then decreases at the wet side of it. Generally, with the increase of dry density, the tensile strength also increases. Moreover, a modified model is proposed to describe the tensile strength characteristics of compacted clayey soil, and it is validated by the obtained test data.
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