EXPERIMENTAL STUDY ON SHEAR CREEP CHARACTERISTICS OF NANNING UNSATURATED EXPANSIVE SOILS

Fan Zhiqiang; Xiao Hongbin

doi:10.13204/j.gyjz200911017

Volume 39 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(11): 71-75

Yang Yongxin, Li Hongan, Yu Zhongsheng. INDUSTRIALIZED PRODUCTION OF CONTINUOUS BASALT FIBER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 5-7. doi: 10.13204/j.gyjz200706002

Citation:

Fan Zhiqiang, Xiao Hongbin. EXPERIMENTAL STUDY ON SHEAR CREEP CHARACTERISTICS OF NANNING UNSATURATED EXPANSIVE SOILS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 71-75. doi: 10.13204/j.gyjz200911017

Yang Yongxin, Li Hongan, Yu Zhongsheng. INDUSTRIALIZED PRODUCTION OF CONTINUOUS BASALT FIBER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 5-7. doi: 10.13204/j.gyjz200706002

Citation:

Fan Zhiqiang, Xiao Hongbin. EXPERIMENTAL STUDY ON SHEAR CREEP CHARACTERISTICS OF NANNING UNSATURATED EXPANSIVE SOILS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 71-75. doi: 10.13204/j.gyjz200911017

PDF( 0 KB)

EXPERIMENTAL STUDY ON SHEAR CREEP CHARACTERISTICS OF NANNING UNSATURATED EXPANSIVE SOILS

doi: 10.13204/j.gyjz200911017

Fan Zhiqiang¹,
Xiao Hongbin^2,3

1.
1. China Construction Fifth Engineering Division Corp. ,Ltd. ,Changsha 410004,China;
2.
2. Institute of Geotechnical Engineering,Hunan University of Technology,Zhuzhou 412008,China;
3.
3. Central South University of Forestry and Technology,Changsha 410004,China

Received Date: 2009-03-14
Publish Date: 2009-11-20

Abstract

Abstract

On the basis of a series of indoor tests for unsaturated Nanning expansive soils through creep testing apparatus controlled by shearing force,nonliner rheological characteristics of the expansive soils were researched.The results show that the soil performs for attenuation when shear stress is less than or equal to 25.5 kPa,but the soil has obvious non linear rheological behavior when shear stress is higher than 25.5 kPa.Through the experiment creep curve can be described by Burgers model,the constitutive equation and the creep equation of the expansive soils also be obtained.
- unsaturated,
- expansive soil,
- shear,
- nonlinear,
- Bu model

FullText(HTML)

References(11)

References

张玉芳.京珠高速公路108滑坡及防治工程分析[J].西南交通大学学报,2003,38(6):633-637.

[2] 朱宝龙,胡厚田,姚勇.类软土单轴剪切蠕变特性研究[J].西南科技大学学报,2006,21(2):1-6,39.

[3] 王祥秋,高文苏,陈秋南,等.地基土非线性流变特性试验与归一化模型研究[J].湘潭矿业学院学报,2001,16(2):56-59.

[4] 马莉英,肖树芳,王清.黄土的流变模拟与研究[J].实验力学,2004,19(2):178-182.

[5] 曾庆国,张春顺,肖宏彬.南宁膨胀土的次固结特性试验研究[J].公路工程,2008,33(1):10-13.

[6] Xiao Hong-bin,Zeng Qing-guo,Zhang Chun-shun,et al.ContrastiveExperiment Study on Rheological Characteristics for Nanning ExpansiveSoil[C]//AN International Conference on Geotechnical Engineering.Changsha:Central South University,2007:389-398.

[7] Xiao Hong-bin,Miao Peng,Fan Zhi-qiang.Research on Strength andDeformation of Unsaturated Expansive Soils with the Tri-axialApparatus[C]//An International Conference on GeotechnicalEngineering.Changsha:Central South University,2007:373-380.

[8] Xiao Hong-bin,Miao Peng,Zhang Chun-shun.Research onMeasurement and Disciplinarian of Vertical Swelling Force of ExpansiveSoils by Ameliorative Experiments[C]//An International Conference onGeotechnical Engineering.Changsha:Central South University,2007:381-388.

[9] 范志强,肖宏彬,张亦静.南宁非饱和膨胀土压缩蠕变特性试验研究[J].湖南工业大学学报,2009,23(1):1-5.

[10] 古任国,房营光.一种改进的土体直剪蠕变仪及应用[J].岩石力学与工程学报,2006,25(S.2):3552-3558.

[11] 周德培.流变力学原理及其在岩土工程中的运用[M].成都:西南交通大学出版社,1996.

Relative Articles

[1]	WU Junhua, KUANG Tangliang, YE Yunxue, ZHAO Guitao. Influence of the Montmorillonite Content and Soil State on Shrinkage Characteristics of Expansive Soil[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 144-149. doi: 10.13204/j.gyjzG22011702
[2]	FENG Heng, GAO Bin, GUO Huiyong. Nonlinear Damage Identification of Transmission Towers Based on AR/ARCH Model Conversion Distance and Its Experimental Research[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 57-63. doi: 10.13204/j.gyjzG21071316
[3]	Wei Bingxu, Liu Bin, Ouyang Yunqing, Liu Xiong. THE EFFECT OF DRYING-WETTING CYCLES ON EXPANSIVE SOIL STRUCTURE AND ITS INDUCED VARIATIONS IN STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 99-103. doi: 10.13204/j.gyjz201508018
[4]	Pan Jianping, Wang Yuge, Zeng Qingyun, Song Yinglu. STUDY OF NONLINEAR SHEAR STRENGTH CHARACTERISTICS OF TAILINGS SAND UNDER HIGH STRESSES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 80-84. doi: 10.13204/j.gyjz201502018
[5]	Yang Jun, Xu Wei. THE LOADED SWELLING RATIO TEST AND MODEL PREDICTION OF WEATHERED SAND IMPROVED EXPANSIVE SOIL UNDER FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 113-117. doi: 10.13204/j.gyjz201501022
[6]	Xie Yan, Tan Xiaohui, Shen Mengfen, Yu Wei, Xu Quan. STUDY OF SOIL-WATER CHARACTERISTIC CURVE OF FIBER MODIFIED EXPENSIVE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 91-95. doi: 10.13204/j.gyjz201410019
[7]	Zha Fusheng, Hao Ailing, Zhao Lin, Cui Kerui. EXPERIMENTAL STUDY OF EXPANSIVE SOIL TREATED WITH CARBIDE SLAG[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 69-72.
[8]	Yang Jun, Li Xinchun, Zhang Guodong, Tang Yunwei, Xie Zhigang. RESEARCH ON THE INFLUENCE ON EXPANSIVE SOIL CHARACTERISTICS BY DIFFERENT MIXING RATES OF WEATHERED SAND[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 55-60. doi: 10.13204/j.gyjz201301013
[9]	Tong Genshu, Tao Wendeng, Zhang Lei. ELASTIC BUCKLING OF SIMPLY SUPPORTED RECTANGULAR PLATES UNDER BENDING,SHEAR AND BEARING STRESSES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 22-27. doi: 10.13204/j.gyjz201304005
[10]	Wang Mingwu, Yang Jiangfeng, Li Jian, Qin Shuai. SOIL-WATER CHARACTERISTICS OF UNDISTURBED AND UNSATURATED EXPANSIVE CLAYS IN THE XINQIAO INTERNATIONAL AIRPORT AREA OF HEFEI[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 41-45. doi: 10.13204/j.gyjz201212010
[11]	Liao Yanfen, Qi Yaqing, Ma Xiaoqian. NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS IN FIRE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 31-37. doi: 10.13204/j.gyjz201107007
[12]	Xiong Xueyu, Li Yang, Wang Meihua. NON-LINEAR ANALYSIS OF PRESTRESSED STEEL-CONCRETE COMPOSITE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 34-38. doi: 10.13204/j.gyjz201112008
[13]	Xu Hao, Xiao Hongbin, Teng Ke. EXPERIMENTAL STUDY ON SHEAR STRESS RELAXATION CHARACTERISTICS OF NANNING UNSATURATED EXPANSIVE SOIL UNDER THE CONDITION OF SHEARING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 92-96,91. doi: 10.13204/j.gyjz201104020
[14]	Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017
[15]	Jiang Chaowen, Zhang Jiwen. NON-LINEAR ANALYSIS OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 40-44. doi: 10.13204/j.gyjz200911010
[16]	Zhang Ying, Zhou Fulin, Tan Ping. STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 11-15. doi: 10.13204/j.gyjz200905003
[17]	Miao Peng, Xiao Hongbin. RESEARCH ON MEASUREMENT AND LAW OF SWELLING FORCE OF EXPANSIVE SOILS BY IMPROVED EXPERIMENT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 67-70. doi: 10.13204/j.gyjz200807016
[18]	Ding Zhenzhou, Zheng Yingren, Wang Jinlin, Li Lisheng. COMPREHENSIVE TREATMENT TECHNIQUE OF A CUT SLOPE IN EXPANSIVE SOILS AREA[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 60-65. doi: 10.13204/j.gyjz200703016
[19]	Li Xiong-wei, Jiang Gang, Zai Jin-min, Wang Xu-dong. MODEL TEST OF PILE-SOIL-CAP NONLINEAR WORKING MECHANISM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 57-60. doi: 10.13204/j.gyjz200711015
[20]	Xiong Xueyu. REVIEW ON NONLINEAR ANALYTICAL TECHNIQUES FOR EXTERNALLY PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 54-56. doi: 10.13204/j.gyjz200407015