《土工试验》是2011年中国水利水电出版社出版的图书，作者是李宝玉。
As long as its parameters are ascertained, damage variable quantity is confirmed. The parameters of damage development equation can be confirmed through soil test.
损伤演化方程参数可以通过土工试验来确定。
参考来源 - 红土型边坡稳定性的损伤分析法研究·2,447,543篇论文数据，部分数据来源于NoteExpress
从岩土工程角度，针对研究内容、测试与试验技术、分析与评价方法，探讨国内污染土研究的现状，并提出今后研究方向。
The paper discusses the current situation of research contents, testing techniques, and analysis and evaluation methods for contaminated soil in China from the view of geotechnique.
以上海地区某软土工程的三轴流变试验为实例，进行了有限元数值仿真计算，计算结果与试验所得结果十分相吻合。
Based on the triaxial rheological test of one soft clay engineering in Shanghai, with the approved model, the numerical simulation results is nearly corresponding to the test results.
详细介绍不同宽度的土工网格ce131拉伸试验，包括试样的制备、试验现象的分析以及成果的整理与评价。
Described in this paper are tensile tests of different widths of Geonet CE131. including the preparation of samples. analyses of tests and interpretation of results.
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