Dynamic Stress Response Characteristics within Soil and Influence of pH under Cyclic Loading

TANG Lian-sheng, WU Yan-ping, ZHAO Zhan-lun, ZHAO Lu, CHEN Hao-kun

Journal of Changjiang River Scientific Research Institute ›› 2019, Vol. 36 ›› Issue (12) : 78-82.

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Journal of Changjiang River Scientific Research Institute ›› 2019, Vol. 36 ›› Issue (12) : 78-82. DOI: 10.11988/ckyyb.20180622
ROCKSOIL ENGINEERING

Dynamic Stress Response Characteristics within Soil and Influence of pH under Cyclic Loading

  • TANG Lian-sheng1,2, WU Yan-ping1, ZHAO Zhan-lun1, ZHAO Lu1, CHEN Hao-kun1
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Abstract

Indoor cyclic loading test was performed on residual soil of granite with varied pH value to obtain the dynamic stress response and the influence of pH value on it under cyclic loading. The dynamic stress response was measured by stress meters embedded in the specimens. Results illustrated that the dynamic stress response and cumulative deformation both increased with the proceeding of cyclic loading. The peak stress of dynamic stress response within acid or alkali treated specimens increased significantly during loading. After unloading, the residual stress of alkali treated samples also increased; with the increase of alkalinity, the increment of peak stress and residual stress augmented. The dynamic stress response and deformation response of alkaline samples were greater than those of acidic and non-treated samples. The additional stress within soil lagged behind strain, and the strain lagged behind the external load. The pH value had great influence on the dynamic stress response of granite residual soil, and therefore should be paid attention to in practical engineering.

Key words

granite residual soil / dynamic stress / cumulative deformation / cyclic loading / pH value

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TANG Lian-sheng, WU Yan-ping, ZHAO Zhan-lun, ZHAO Lu, CHEN Hao-kun. Dynamic Stress Response Characteristics within Soil and Influence of pH under Cyclic Loading[J]. Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 78-82 https://doi.org/10.11988/ckyyb.20180622

References

[1] 孙永玉,周顺华,庄 丽.考虑残余应力的基坑被动区土压力及强度计算[J] .土木工程学报,2011, 44(9):94-99.
[2] SHOOP S, COUTERMARSH B, DIEMAND D, et al. Using Soil Stress State Transducers in Freezing Ground[C] ∥Proceedings of the 14th Conference on Cold Regions Engineering, doi: 10.1061/41072(359)55.
[3] TANG L S, CHEN H K, SANG H T, et al. Determination of Traffic-load-influenced Depths in Clayey Subsoil Based on the Shakedown Concept[J] . Soil Dynamics & Earthquake Engineering, 2015, 77: 182-191.
[4] ABDELKRIM M, BONNET G, DE BUHAN P. A Computational Procedure for Predicting the Long-term Residual Settlement of a Platform Induced by Repeated Traffic Loading[J] . Computers & Geotechnics, 2003, 30(6):463-476.
[5] 张雨廷,黄 斌,吕 布,等. 同一试样上的多级加载动弹模量和阻尼比试验[J] .raybet体育在线 院报,2017,34(8):84-69.
[6] 白 冰. 冲击荷载作用后软粘土的再固结[J] . raybet体育在线 院报,1998,15(3):50-53.
[7] 石 娇,张希栋. 黄土的动变形特性及模型研究[J] . raybet体育在线 院报,2017,35(9):114-120.
[8] 慕 欣,陈洪祥,陈喜坤. 泡沫混凝土材料静、动力特性试验研究[J] . raybet体育在线 院报,2017,34(3):126-129.
[9] 孔祥辉,蒋关鲁. 循环荷载下红层泥岩土累积变形特性[J] . raybet体育在线 院报,2012,29(12):68-72,77.
[10] 刘锦伟,李彰明. 不同冲击频率与中主应力下细砂力学响应研究[J] . raybet体育在线 院报,2012,29(8):89-99.
[11] 杨 觅,门玉明,曹 蕊,等. 地铁荷载作用下地裂缝邻近土体受力数值分析[J] . 地下空间与工程学报,2016 , 12 (6) :1545-1552.
[12] 郭志飞,魏丽敏,周振勇,等. 高铁路基动应力数值模拟和现场试验研究[J] . 水文地质工程地质,2013, 40(5):51-57.
[13] 卢 正,姚海林,骆行文,等. 公路交通荷载作用下分层地基的三维动响应分析[J] . 岩土力学, 2009, 30(10):2965-2970.
[14] 李彰明,罗智斌,林伟弟,等. 高能量冲击下淤泥土体能量传递规律试验研究[J] . 岩土力学,2015,36(6):1573-1580.
[15] 李彰明,刘俊雄. 高能量冲击作用下淤泥孔压特征规律试验研究[J] . 岩土力学,2014,35(2):339-345.
[16] WIERMANN C, WAY T R, HORN R,et al. Effect of Various Dynamic Loads on Stress and Strain Behavior of a Norfolk Sandy Loam[J] . Soil & Tillage Research, 1999, 50(2): 127-135.
[17] SUN X H, HAN J, KWON J, et al. Radial Stresses and Resilient Deformations of Geogrid-stabilized Unpaved Roads under Cyclic Plate Loading Tests[J] . Geotextile and Geomembranes, 2015, 43(5): 440-449.
[18] GARG N,PECHT F,JIA Q G.Subgrade Stress Measurements under Heavy Aircraft Gear Loading at FAA National Airport Pavement Test Facility[C] ∥Proceedings of GeoShanghai International Conference 2010:Paving Materials and Pavement Analysis.Shanghai,China.June 3-5,2010:484-491.
[19] LU Z, YAO H L, WU W P, et al. Dynamic Stress and Deformation of a Layered Road Structure under Vehicle Traffic Loads: Experimental Measurements and Numerical Calculations[J] . Soil Dynamics & Earthquake Engineering, 2012, 39: 100-112.
[20] TANG L S, CHEN H K, SUN Y L, et al. Traffic-Load-Induced Dynamic Stress Accumulation in Subgrade and Subsoil Using Small Scale Model Tests[J] . Geomechanics and Engineering,2018,16(2):113-124.
[21] TAFRESHI S N M, KHALAJ O, DAWSON A R. Repeated Loading of Soil Containing Granulated Rubber and Multiple Geocelllayers[J] . Geotextiles and Geomembranes, 2014,42(1):25-38.
[22] 高彦斌,刘佳丹,王雨滢. 酸碱污染重塑粉质黏土的塑性及其与力学特性的关系[J] . 岩土工程学报,2018,40(11):2103-2109.
[23] 刘汉龙, 朱春鹏, 张晓璐. 酸碱污染土基本物理性质的室内测试研究[J] . 岩土工程学报,2008,30(8):1213-1217.
[24] 焦贵德,赵淑萍,马 巍,等. 循环荷载下冻土的滞回圈演化规律[J] . 岩土工程学报,2013,35(7):1343-1349.
[25] 席道瑛,刘小燕,张程远. 由宏观滞回曲线分析岩石的微细观损伤[J] . 岩石力学与工程学报,2003,22(2):182-187.
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