Tensile Strength of Compacted Clayey Soil

被引:139
|
作者
Tang, Chao-Sheng [1 ]
Pei, Xiang-Jun [2 ]
Wang, De-Yin [1 ]
Shi, Bin [1 ]
Li, Jian [1 ]
机构
[1] Nanjing Univ, Sch Earth Sci & Engn, 22 Hankou Rd, Nanjing 210093, Jiangsu, Peoples R China
[2] Chengdu Univ Technol, Key Lab Geohazard Prevent & Geoenvironm Protect, Chengdu 610059, Peoples R China
基金
中国国家自然科学基金; 美国国家科学基金会;
关键词
Tensile strength; Compacted clayey soil; Direct tensile test; Water content; Dry density; Soil suction; DESICCATION CRACKING; CAPILLARY STRESS; MICROSTRUCTURE; HYSTERESIS; BENTONITE; BEHAVIOR; SUCTION;
D O I
10.1061/(ASCE)GT.1943-5606.0001267
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
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/m(3)). 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 w(c) 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. (C) 2014 American Society of Civil Engineers.
引用
收藏
页数:8
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