Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (S1): 387-393.doi: 10.16285/j.rsm.2019.1796

• Testing Technology • Previous Articles     Next Articles

Bending-extension element experiment to obtain elastic parameters of clay under different moisture contents

ZHOU Yue-feng1, 2, YANG Zhe1, 2, RAO Xi-bao1, 2, XIAO Guo-qiang1, 2, ZHOU Li-ming1, 2   

  1. 1.Yangtze River Scientific Research Institute of Changjiang, Water Resources Commission, Wuhan, Hubei 430000, China; 2. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resource, Yangtze River Scientific Research Institute of Changjiang, Wuhan, Hubei 430000, China
  • Received:2019-10-26 Revised:2019-12-25 Online:2020-06-19 Published:2020-06-09
  • Supported by:
    This work was supported by the National Key R&D Program of China(2017YFC1502603) and the National Natural Science Foundation of China(51509018, 51979010).

Abstract: The wave velocity of low liquid limit clay with different moisture contents is tested using a GDS bending-extension element system. The shear modulus, oedometric modulus and poisson's ratio of clay are measured based on wave theory. The effects of different moisture contents, effective confining pressure and signal input frequency on the test results are studied. The output waveform signals characteristics of S wave (shear wave) and P wave (compression wave) are analyzed. The results of different signal analysis methods are compared with that of the resonance column experimen. The experimental results show that (1) the Vs (shear wave velocity) and Vp (compression wave velocity) increase with the increase of input frequency, and the increase rate decreases with the increasing frequency. The near-field effect of S wave decreases with the increasing moisture content and stimulated frequency in clay materials. (2) the shear modulus G0 and oedometric modulus M0 increase with the increase of confining pressure, while G0 decreases with the increase of moisture content. (3) the Poisson's ratio increases with the increase of moisture contents and the impact of confining pressure on Poisson's ratio weakens with the increase of moisture contents.

Key words: bending-extension element, shear modulus, poisson's ratio, resonance column

CLC Number: 

  • TU 443
[1] LIANG Ke, CHEN Guo-xing, HANG Tian-zhu, LIU Kang, HE Yang, . A new prediction model of small-strain shear modulus of sandy soils [J]. Rock and Soil Mechanics, 2020, 41(6): 1963-1970.
[2] LIANG Ke, CHEN Guo-xing, LIU Kang, WANG Yan-zhen, . Degradation properties and prediction model of maximum shear modulus of saturated coral sand under cyclic triaxial loading [J]. Rock and Soil Mechanics, 2020, 41(2): 601-611.
[3] LIANG Ke, HE Yang, CHEN Guo-xing, . Experimental study of dynamic shear modulus and damping ratio characteristics of coral sand from Nansha Islands [J]. Rock and Soil Mechanics, 2020, 41(1): 23-31.
[4] YANG Wen-bao, WU Qi, CHEN Guo-xing, . Dynamic shear modulus prediction method of undisturbed soil in the estuary of the Yangtze River [J]. Rock and Soil Mechanics, 2019, 40(10): 3889-3896.
[5] SHENG Yun-feng, CHEN Yuan, ZHOU Wei, MA Gang, CHANG Xiao-lin, . Dynamic response analysis of rockfill dam based on modified dynamic shear modulus model [J]. Rock and Soil Mechanics, 2018, 39(S2): 405-414.
[6] ZHANG Wei, LI Ya, ZHOU Song-wang, JIANG Zheng-bo, WU Fei, LIANG Wen-zhou,. Experimental research on cyclic behaviors of clay in the northern region of South China Sea [J]. , 2018, 39(7): 2413-2423.
[7] KONG Gang-qiang, LI Hui, WANG Zhong-tao , WEN Lei,. Comparison of dynamic properties between transparent sand and natural sand [J]. , 2018, 39(6): 1935-1940.
[8] WU Meng-tao, LIU Fang-cheng, CHEN Ju-long, CHEN Lu. Influence of water content on dynamic shear modulus and damping ratio of rubber-sand mixture under large strains [J]. , 2018, 39(3): 803-814.
[9] CHEN Shu-feng, KONG Ling-wei, LI Cheng-sheng, . Nonlinear characteristics of Poisson's ratio of silty clay under low amplitude strain [J]. , 2018, 39(2): 580-588.
[10] LUO Lan, XIA Tang-dai, QIU Hao-miao, . Effect of particle shape on shear modulus of sand in K0 condition [J]. , 2018, 39(10): 3695-3702.
[11] WANG Jin, ZHU Ze-qi, CHEN Jian, FU Xiao-dong, FANG Qiang, . Study of in-situ mechanical properties of littoral deposit soft soil by self-boring pressuremeter [J]. , 2017, 38(S1): 195-202.
[12] DU Hai-min, MA Wei, ZHANG Shu-juan, ZHOU Zhi-wei. Experimental investigation on deformation characteristics of ice-rich frozen silty sands under triaxial loading-unloading cycle [J]. , 2017, 38(6): 1675-1681.
[13] XIE Wei, ZHANG Ding-wen, YANG Sheng,. Impact of moisture content on variation of small-strain shear modulus of compacted subgrade soil [J]. , 2017, 38(5): 1273-1280.
[14] ZHANG Jiao, WANG Wei-dong, XU Zhong-hua, LI Qing, . Laboratory test of small-strain characteristics of typical Shanghai cohesive soils [J]. , 2017, 38(12): 3590-3596.
[15] DING Zu-de, HUANG Juan, YUAN Tie-ying, PENG Li-min, WANG Zhi-liang,. Experimental study of dynamic shear modulus and damping ratio of peaty soil in Kunming [J]. , 2017, 38(12): 3627-3634.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!