›› 2004, Vol. 25 ›› Issue (2): 194-198.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Dynamic properties of saturated soft clay under impact loading

MENG Qing-shan1, WANG Ren1, LEI Xue-wen2, HU Jian-hua1   

  1. 1. Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. College of Urban Construction, Wuhan University of Science and Technology, Wuhan 430070, China
  • Received:2002-11-29 Online:2004-02-10 Published:2014-07-15

PDF (PC)

1242

Abstract: For the saturated silty soft clay, dynamic consolidation experiments, which reveal the dynamic stress, the dynamic properties of pore water pressure, axial strain of soft clay under impact loading, have been carried out. Additionally, the compacted effects of soft clay under impact loading have been also analyzed by the result of triaxial compression tests. The conclusions of experiments are propitious to perfecting the theory of dynamic consolidation.

Key words: saturated soft clay, impact loading, dynamic consolidation, triaxial compression tests

CLC Number: 

  • TU 435
  • 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] YAN Shu-wang, ZHANG Jing-jing, TIAN Ying-hui, CHEN Hao，. Experiment and theory research on the pore pressure unloading characteristics of saturated clay under isotropic consolidation conditions [J]. , 2018, 39(3): 775-781.
[2] WANG Bing-wu , LI Yin-ping , YANG Chun-he , LIU Wei , ZHANG Gui-min，. Influences of interface inclination on mechanical properties of composite bedded physical model material [J]. , 2015, 36(S2): 139-147.
[3] LUO Zhou-quan ，CHEN Jie ，XIE Cheng-yu ，WANG Wei ，LIU Xiao-ming，. Mechanism of impact-induced damage of main chute and its experimental validation [J]. , 2015, 36(6): 1744-1751.
[4] LIU Yong-jian，FU Na，LIN Hui. Law study of dynamic discharge water of marine soft clay under impact loading [J]. , 2014, 35(S1): 71-77.
[5] LE Chao , XU Chao , WU Xue-feng , JIN Ya-wei，. Experimental research on clogging characteristic of two types of PVD filters [J]. , 2014, 35(9): 2529-2534.
[6] CAO Yang ，ZHOU Jian ，YAN Jia-jia , . Study of microstructures of soft clay under dynamic loading considering effect of cyclic stress ratio and frequency [J]. , 2014, 35(3): 735-743.
[7] QIAN Xiao-min，LI Zhang-ming，ZENG Wen-xiu. In-situ tests and analyses of reasonable covering thickness for muck foundation under impact load [J]. , 2014, 35(3): 841-846.
[8] LIU Hong-jun ，WANG Hu ，ZHANG Min-sheng ，XU Guo-hui . Analysis of wave-induced dynamic response of silty seabed in Yellow River delta [J]. , 2013, 34(7): 2065-2071.
[9] LIU Yu-chuan , LIU Yi-ming . Analysis of pile foundation response to impact loading on adjacent field [J]. , 2012, 33(9): 2796-2802.
[10] LI Xiao-jing ，LI Shu-cai ，YAO kai ，ZHU Shao-chun ，Lü Guo-ren. Test study of changing rules of excess pore water pressure during dynamic consolidation at subgrade of expressway in Yellow River flood area [J]. , 2011, 32(9): 2815-2820.
[11] PAN Yi-shan, Lü Xiang-feng, LI Zhong-hua, DAI Shu-hong. Experimental study of dynamic failure process of roadway under high velocity impact loading [J]. , 2011, 32(5): 1281-1286.
[12] SI Hai-bao, CAI Zheng-yin. Development of static constitutive model library for soils based on ABAQUS [J]. , 2011, 32(2): 599-603.
[13] CAO Quan , SHI Jian-yong , LEI Guo-hui , AI Ying-bo , CHEN Hong. Theoretical solution for time effect of shaft bearing capacity of single pile in soft soils [J]. , 2011, 32(12): 3604-3610.
[14] YUAN Lin XU Tao ZHAO Gao-feng YANG Yue-feng CHEN Geng. Study of mode II crack propagation of quasi-brittle material under impact loading [J]. , 2011, 32(10): 3155-3162.
[15] LIU Gong-xun, LUAN Mao-tian, GUO Ying, WANG Zhong-tao, HE Lin, ZHANG Jun-fe. Experimental study of threshold cyclic stress ratio of undisturbed saturated soft clay in the Yangtze estuary under complex stress conditions [J]. , 2010, 31(4): 1123-1129.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] HU Ming-jian, WANG Ren, CHEN Zhong-xue, WANG Zhi-bing. Initiation process simulation of debris deposit based on particle flow code[J]. , 2010, 31(S1): 394 -397 .
[2] CHANG Lin-yue, WANG Jin-chang, ZHU Xiang-rong, TONG Lei. Analytical elastoplastic solutions of laterally loaded long piles[J]. , 2010, 31(10): 3173 -3178 .
[3] ZHANG Li-juan, LI Zhang-ming, HAN Jian. The application of dynamic-static drainage consolidation method on a silt ground disposal project of Guangzhou[J]. , 2009, 30(2): 567 -571 .
[4] LI Shu-cai，XU Bang-shu，DING Wan-tao，ZHANG Qing-song. Weighted function method for minimum rock cover thickness of subsea tunnel[J]. , 2009, 30(4): 989 -996 .
[5] XUE Yun-liang, LI Shu-lin, LIN Feng, XU Hong-bin. Study of damage constitutive model of SFRC considering effect of damage threshold[J]. , 2009, 30(7): 1987 -1992 .
[6] HU Chang-bin，QUE Yun. Dynamic response of subgrade under impact compacted load with multiple times[J]. , 2009, 30(8): 2517 -2522 .
[7] ZHANG Jun-hui. Analysis of deformation behavior of expressway widening engineering under different foundation treatments[J]. , 2011, 32(4): 1216 -1222 .
[8] WANG Liang-qing, P.H.S.W. Kulatilake, TANG Hui-ming, LIANG Ye , WU Qiong ,. Kinematic analyses of sliding and toppling failure of double free face rock mass slopes[J]. , 2011, 32(S1): 72 -77 .
[9] LI Xu, ZHANG Li-min, AO Guo-dong. Variations of pore structure, void ratio, and water content in soil drying process[J]. , 2011, 32(S1): 100 -105 .
[10] DENG Hua-feng, LI Jian-lin, LIU Jie, ZHU Min, GUO Jing, LU Tao. Research on propagation of compression shear fracture in rocks considering fissure water pressure[J]. , 2011, 32(S1): 297 -0302 .
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