›› 2008, Vol. 29 ›› Issue (2): 475-478.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

The experimental research of strength with solidifying agent on clay

DONG Yi-ning1, ZHANG Qing-e1, XU Ri-qing2, GONG Xiao-nan2   

  1. 1. Zhejiang Water Conservancy and Hydropower College, Hangzhou 310000, China; 2. Zhejiang University, Hangzhou 310018, China
  • Received:2006-04-18 Online:2008-02-11 Published:2013-07-10

PDF (PC)

1389

Abstract: With the application of new solidifying agent to ground engineering, the influence of solidifying agent on the strength of solidified clay is widely noticed. The variation of unconfined compressive strength of the clay improved with solidifying agent #Ι with different mixing ratios and ages are studied through the laboratory experiment. The data of unconfined compressive strength show that the stabilizing effect of the agent #I Ιis superior to that of cement.A prediction equation is developed for calculating the strength of stabilized clay by analyzing the experimental data.

Key words: solidifying agent , clay, unconfined compressive strength

CLC Number: 

  • TU472.5
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
[2] YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084.
[3] GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107.
[4] JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238.
[5] LUO Qing-zi, CHEN Xiao-ping, YUAN Bing-xiang, FENG De-luan, . Deformation behavior and consolidation model of soft soil under flexible lateral constraint [J]. Rock and Soil Mechanics, 2019, 40(6): 2264-2274.
[6] LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Stress-strain behavior of expansive soil under K0 condition with different unloading rates [J]. Rock and Soil Mechanics, 2019, 40(4): 1299-1306.
[7] LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419.
[8] XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490.
[9] ZHANG Cong, LIANG Jing-wei, YANG Jun-sheng, CAO Lei, XIE Yi-peng, ZHANG Gui-jin, . Research on the diffusion mechanism and application of pulsate grouting in embankment and dam [J]. Rock and Soil Mechanics, 2019, 40(4): 1507-1514.
[10] HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997.
[11] ZHANG Yu-wei, WENG Xiao-lin, SONG Zhan-ping, XIE Yong-li, . A modified Cam-clay model for structural and anisotropic loess [J]. Rock and Soil Mechanics, 2019, 40(3): 1030-1038.
[12] HUANG Jue-hao, CHEN Jian, KONG Ling-zhi, LIU Fu-sheng, KE Wen-hui, QIU Yue-feng, , LI Jian-bin, . Experimental study of dynamic behaviors of saturated soft clay considering coupling effects of cyclic confining pressure and vibration frequency [J]. Rock and Soil Mechanics, 2019, 40(1): 173-182.
[13] LEI Hua-yang, LIU Guang-xue, ZHOU Jun, . Bearing property and failure mode of double-layer soft clay grounds in a dredger fill site [J]. Rock and Soil Mechanics, 2019, 40(1): 260-268.
[14] ZHU Chang-qi, CUI Xiang, HU Ming-jian, WANG Xin-zhi, TANG Jian-jian, . Study of electric conductivity and permeability of calcareous soil [J]. Rock and Soil Mechanics, 2018, 39(S2): 142-148.
[15] GUO Hong-xian, ZHOU Ding. Discussion on stability of soil nailing in excavation in soft clay [J]. Rock and Soil Mechanics, 2018, 39(S2): 398-404.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] SUN Shu-lin，LI Fang，CHEN Jun. Electrical resistivity measurement for lime-stabilized silt soil[J]. , 2010, 31(1): 51 -55 .
[2] NIE Ru-song, LENG Wu-ming, YANG Qi, YUE Jian, YANG Xiao-li. Field test and 3D FEM studies of bridge abutment on piled foundation subjected to embankment load[J]. , 2009, 30(9): 2862 -2868 .
[3] HUANG Qiang-bing，PENG Jian-bing，DENG Ya-hong，FAN Wen. Design parameters of Xi’an metro line 2 tunnel passing through active ground fissure zones[J]. , 2010, 31(9): 2882 -2888 .
[4] ZHANG Hu-yuan, CUI Su-li, LIU Ji-sheng, LIANG Jian. Experimental study of swelling pressure of compacted bentonite-sand mixture[J]. , 2010, 31(10): 3087 -3095 .
[5] ZHANG Yong，GAO Wen-long，ZHAO Yun-yun. Influence research of coal seam mining and pole foundation stability of 1 000 kV UHV transmission line[J]. , 2009, 30(4): 1063 -1067 .
[6] CHANG De-yu, LI Gen-sheng, HUANG Zhong-wei, SHEN Zhong-hong,. Study of effect of bottom-hole differential pressure on vertical well bottom-hole stress field[J]. , 2011, 32(2): 356 -362 .
[7] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[8] XU Zhong-hua, WANG Jian-hua, WANG Wei-dong. Deformation behavior of deep excavations retained by bored pile wall in soft soil[J]. , 2009, 30(5): 1362 -1366 .
[9] WANG Zhen-hong，ZHU Yue-ming，WU Quan-huai，ZHANG Yu-hui. Thermal parameters of concrete by test and back analysis[J]. , 2009, 30(6): 1821 -1825 .
[10] ZHANG Zhong-miao , LIU Jun-wei , YU Feng , XIE Zhi-zhuan. Research on plugging effect of jacked prestressed concrete pipe pile[J]. , 2011, 32(8): 2274 -2280 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd