APPARATUS FOR TESTING THE COMPRESSIVE STRENGTH OF SOIL SPECIMENS

• 1. 一种土壤抗压强度测试土柱模型的制作装置 [P] . 中国专利： CN104713756B . 2017.09.12
• 2. 一种土壤抗压强度测试土柱模型的制作装置 [P] . 中国专利： CN104713756A . 2015-06-17
• 3. TEST SOIL FOR COMPRESSIVE STRENGTH EVALUATION AND TEST METHOD FOR EVALUATING COMPRESSIVE STRENGTH USING TEST SOIL [P] . 日本专利： JP2015190844A . 2015-11-02

  机译： 抗压强度的试验土和利用试验土评估抗压强度的试验方法

• 4. Capping device of the specimen in the mortar compressive strength test or concrete, and compressive strength test method of concrete and mortar [P] . 日本专利： JP2938417B2 . 1999-08-23

  机译： 砂浆抗压强度试验或混凝土中试样的封盖装置及混凝土和砂浆抗压强度试验方法

• 5. Compression platen in a testing apparatus for testing compressive strength of paperboard, and testing apparatus for testing compressive strength [P] . FI12551U1 . 2020-01-15

  机译： 用于测试纸板的抗压强度的测试设备中的压板以及用于测试抗压强度的测试设备

• 1. Stress-deformed state of cylindrical specimens during indirect tensile strength testing [J] . Levan Japaridze 岩石力学与岩土工程学报（英文版） . 2015,第005期
• 2. A novel specimen preparation method for TJ-1 lunar soil simulant in hollow cylinder apparatus [J] . Mingjing Jiang, Zhifu Shen, Liqing Li, 岩石力学与岩土工程学报（英文版） . 2012,第004期
• 3. Evaluation of empirical estimation of uniaxial compressive strength of rock using measurements from index and physical tests [J] . Adeyemi Emman Aladejare 岩石力学与岩土工程学报（英文版） . 2020,第002期
• 4. Compressive Strength Testing of Concrete Paving Units: Research on Configuration of Tested Specimens and Effects of Variables in Specimen Capping [C] . Craig Walloch, Nicholas Lang, David R. Smith Symposium on masonry . 2014
• 5. Characterizing compressive and fracture strengths of fiber reinforced composites using off-axis specimens. [D] . Bing, Qida. 2006
• 6. Size Effect in Compressive Strength Tests of Cored Specimens of Lightweight Aggregate Concrete [O] . Lucyna Domagała 2020
• 7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017
• 8. Effect of size, shape and end condition of test specimen on compressive strength of high-strength concrete. [R] . Ipatti, A. 1992

• 1. Estimate of Uniaxial Compressive Strength of Hydrothermally Altered Soft Rocks Based on Strength Index Tests [J] . Masanori Kohno ,Hiroyuki Maeda . 地质材料（英文） . 2018,第2期
• 2. Research on testing method of resin sand high temperature compressive strength [J] . Peng Wan ,Luan-cai Li ,Long Zhang . 中国铸造 . 2016,第005期
• 3. 一种可用于现场测试的傅立叶变换红外光谱SF6气体分解产物测试装置 [C] . 冉玉琦 ,杨曦 ,赵荣普 . 2015电力行业化学检测技术及中心化验室建设论坛 . 2015
• 4. 用于地源热泵系统现场热响应测试的土壤热物性实验研究 [A] . 宋欣阳 . 2009