| 水泥土抗压强度和变形模量试验研究 |
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| 引用本文： | 李建军,梁仁旺.水泥土抗压强度和变形模量试验研究[J].岩土力学,2009,30(2):473-477. |
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| 作者姓名： | 李建军 梁仁旺 |
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| 作者单位： | 1. 太原理工大学，太原 030024；2. 中北大学，太原 030051 |
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| 摘 要： | 采用DWD-100型微机控制电子万能试验机，对不同水泥掺入比的棱柱体和立方体水泥土试块进行了单轴抗压试验，获得了水泥土材料抗压强度与养护龄期以及棱柱体抗压强度与立方体抗压强度之间的关系，并进一步结合三轴试验、水泥土梁的弯曲试验和引用已发表的现场静载荷试验数据，讨论了不同试验手段对测定水泥土变形模量的影响，认为采用棱柱体抗压强度测定水泥土变形模量比较简单、合理，并得出了水泥土变形模量与抗压强度的关系。
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| 关 键 词： | 水泥土 抗压强度 变形模量 养护龄期 |
| 收稿时间： | 2007-05-15 |
Research on compression strength and modulus of deformation of cemented soil |
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| LI Jian-jun,LIANG Ren-wang.Research on compression strength and modulus of deformation of cemented soil[J].Rock and Soil Mechanics,2009,30(2):473-477. |
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| Authors: | LI Jian-jun LIANG Ren-wang |
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| Institution: | 1. Taiyuan University of Technology, Taiyuan 030024, China; 2. North University of China, Taiyuan 030051, China |
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| Abstract: | The relationship between the compression strength of cemented soil samples and curing period, and the links of compression strengths of cube samples and prism samples are established by using a microcomputer-controlled electronic universal testing machine DWD-100. Furthermore, integrating the data derived from triaxial compression test, bending tests of the reinforced cemented soil beams and the published data of the field static loading test, it is simple and reasonable that using the compression strength of the prism to determine the modulus of deformation of cemented soil; and the formulation is presented. |
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| Keywords: | cemented soil compression strength modulus of deformation curing period |
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