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Characterization of Compacted Silty Sand Using a Double-Walled Triaxial Cell With Fully Automated Relative-Humidity Control

机译:全自动相对湿度控制的双壁三轴孔压实粉质砂的特征

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摘要

A fully automated relative-humidity (auto-RH) control unit has been adapted to a newly implemented double-walled triaxial cell to test unsaturated soils under higher total suction states via the vapor-pressure technique, allowing for direct measurement and control of the relative humidity inside the pores of the test soil. The triaxial system is also suitable for implementing the axis-translation technique. With the operational and fully integrated servo-controlled triaxial system, a series of conventional triaxial compression (CTC) tests were conducted on identically prepared specimens of compacted silty sand under constant total suction states of 20 MPa and 300 MPa, induced and controlled via the automated auto-RH control unit. The suitability and reliability of the integrated system was demonstrated by closely repeatable results obtained from the series of suction-controlled CTC tests. Suitable shearing rates for suction-controlled testing of compacted silty sand, via both axis-translation and relative-humidity-based techniques, were also empirically assessed through a series of strain-/suction-controlled tests. The latter were conducted at different axial loading rates (% axial strain per unit time) under either constant matric suction (0.5 MPa) or constant total suction (300 MPa). In both cases, the most suitable shearing rate was identified as the maximum rate for which the test soil continued to be subjected to a constant matric or total suction throughout the entire shearing stage.
机译:全自动相对湿度(auto-RH)控制单元已应用于新实施的双壁三轴单元,通过蒸汽压技术在较高的总抽吸状态下测试非饱和土壤,从而可以直接测量和控制相对湿度测试土壤孔隙内的湿度。三轴系统也适用于实施轴平移技术。利用可操作且完全集成的伺服控制三轴系统,在相同的压实粉砂样品上进行了一系列常规三轴压缩(CTC)试验,这些样品在恒定的20 MPa和300 MPa的恒定总吸力状态下通过自动诱导和控制自动RH控制单元。从一系列抽吸控制的CTC测试获得的可重复性极高的结果证明了集成系统的适用性和可靠性。还通过一系列的应变/吸力控制试验,通过轴平移和基于相对湿度的技术,对压实粉砂的吸力控制试验的合适剪切速率进行了经验评估。后者是在恒定的基质吸力(0.5 MPa)或恒定的总吸力(300 MPa)下以不同的轴向载荷率(每单位时间的轴向应变%)进行的。在这两种情况下,最合适的剪切速率被确定为在整个剪切阶段中,测试土壤继续经受恒定的基质或总吸力的最大速率。

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