›› 2009, Vol. 30 ›› Issue (S1): 69-74.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental research on correlation of acoustic parameters and stress of modified concrete

LIN Jun-zhi 1, 2, ZHAO Ming-jie2, YANG Hong-wu3   

  1. 1. College of Civil Engineering, Chongqing University, Chongqing 400045, China; 2. School of River & Ocean Engineering, Chongqing Jiaotong University ; Chongqing 400074, China; 3. Shandong Harbor Engineering Co., Ltd., Rizhao 276826, China
  • Received:2009-04-20 Online:2009-08-10 Published:2011-03-16

Abstract:

Ultrasonic tests of 21 polymer modified concrete specimens under different loading conditions are completed; and the variations of ultrasonic velocity, weighted spectral area with stress in polymer modified concrete are researched. The research shows that pure acrylic emulsion and styrene-acrylate emulsion can increase the sensitivity of acoustic parameters with stress in concrete; organosilicon mortar naterproof agent and polyvinyl acetate can attenuate the sensitivity of acoustic parameters with stress; and acrylate copolymer emulsion has no effect on the sensitivity of acoustic parameters with stress.

Key words: polymer emulsion, concrete, ultrasonic velocity, weighted spectral area, stress

CLC Number: 

  • TV 698.15
[1] TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654.
[2] HUANG Yu-hua, XU Lin-rong, ZHOU Jun-jie, CAI Yu, . Calculation of pile-soil stress in pile-net composite foundation based on improved Terzarghi method [J]. Rock and Soil Mechanics, 2020, 41(2): 667-675.
[3] LI Jian, CHEN Shan-xiong, YU Fei, JIANG Ling-fa, DAI Zhang-jun. Discussion on mechanism of reinforcing high and steep slope with prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(2): 707-713.
[4] CHEN Wei-zhong, LI Fan-fan, LEI Jiang, YU Hong-dan, MA Yong-shang, . Study on creep characteristics of claystone under thermo-hydro-mechanical coupling [J]. Rock and Soil Mechanics, 2020, 41(2): 379-388.
[5] FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500.
[6] MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542.
[7] WANG Long, ZHU Jun-gao, GUO Wan-li, LU Yang-yang, . Compression model for cohesionless soils and its verification [J]. Rock and Soil Mechanics, 2020, 41(1): 229-234.
[8] AI Xi, LENG Wu-ming, XU Fang, ZHANG Qi-shu, ZHAI Bin, . Graphic method for computing horizontal additional stress in a new prestressed subgrade [J]. Rock and Soil Mechanics, 2020, 41(1): 253-266.
[9] WANG Qing-zhi, FANG Jian-hong, CHAO Gang. Analysis of cooling effect of block-stone expressway embankment in warm temperature permafrost region [J]. Rock and Soil Mechanics, 2020, 41(1): 305-314.
[10] LIU Quan-sheng, LUO Ci-you, ZHU Yuan-guang, JIANG Jing-dong, LIU He, PENG Xing-xin, PAN Yu-cong, . Research on orientation layout of pressure sensing units by rheological stress recovery method [J]. Rock and Soil Mechanics, 2020, 41(1): 336-341.
[11] YIN Guang-zhi, LU Jun, ZHANG Dong-ming, LI Ming-hui, DENG Bo-zhi, LIU Chao, . Study on plastic zone and permeability-increasing radius of borehole surrounding rock under true triaxial stress conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 1-10.
[12] ZHANG Guo-kai, LI Hai-bo, WANG Ming-yang, LI Xiao-feng, . Crack propagation characteristics in rocks containing single fissure based on acoustic testing and camera technique [J]. Rock and Soil Mechanics, 2019, 40(S1): 63-72.
[13] PENG Shou-jian, GUO Shi-chao, XU Jiang, GUO Chen-ye, ZHANG Chao-lin, JIA Li, . Impacts of mining-induced stress concentration on coal-bed methane drainage in boreholes parallel with bedding [J]. Rock and Soil Mechanics, 2019, 40(S1): 99-108.
[14] REN Qing-yang, ZHANG Huang-mei, LIU Jia-shen, . Rheological properties of mudstone under two unloading paths in experiments [J]. Rock and Soil Mechanics, 2019, 40(S1): 127-134.
[15] LIU Bo, MA Yong-jun, SHENG Hai-long, CHANG Ya-ru, YU Jun-jie, JIA Shuai-long, . Experiments on mechanical properties of Cretaceous red sandstone after freeze-thaw process [J]. Rock and Soil Mechanics, 2019, 40(S1): 161-171.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[4] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[5] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[6] HU Yong-gang, LUO Qiang, ZHANG Liang, HUANG Jing, CHEN Ya-mei. Deformation characteristics analysis of slope soft soil foundation treatment with mixed-in-place pile by centrifugal model tests[J]. , 2010, 31(7): 2207 -2213 .
[7] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[8] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[9] YANG Zhao-liang, SUN Guan-hua, ZHENG Hong. Global method for stability analysis of slopes based on Pan’s maximum principle[J]. , 2011, 32(2): 559 -563 .
[10] WANG Guang-jin,YANG Chun-he ,ZHANG Chao,MA Hong-ling,KONG Xiang-yun ,HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .