›› 2004, Vol. 25 ›› Issue (2): 312-315.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental research on interaction of pile with soil under condition of pile group

YANG Jin1,2, PENG Su-ping1   

  1. 1. China University of Mining and Technology, Beijing 100083, China; 2. University of Petroleum, Beijing 102200, China
  • Received:2002-09-05 Online:2004-02-10 Published:2014-07-15

PDF (PC)

823

Abstract: Based on offshore drilling practical case, simulation tests on interaction of pile with soil under condition of pile group have been carried out in clay. The problem of interaction of pile with soil and soil stress is analyzed. The results are important to guide offshore design and construction.

Key words: riser, soil stress, interaction of group pile, clay

CLC Number: 

  • TU 473
  • 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] ZHANG Bo，LI Shu-cai，YANG Xue-ying，SUN Guo-fu，GE Yan-hui. Study of three dimensional viscoelastic medium artificial boundary[J]. , 2009, 30(11): 3469 -3475 .
[2] ZHAO Ying, LIANG Bing, XUE Qiang, LIU Lei. Numerical simulation analysis of effect of surface water infiltration on water quality and quantity in landfills[J]. , 2010, 31(7): 2295 -2302 .
[3] 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 .
[4] 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 .
[5] WANG Liang，XIE Jian，ZHU Wei. Study of effects of surface seepage parallel to horizontal surface on stability of borrowed soil in ecological slope[J]. , 2009, 30(8): 2271 -2275 .
[6] SHI Yu-cheng，QIU Ren-dong，SUN Jun-jie，HU Ming-qing. Analysis of dynamic response of dangerous rock mass reinforced by prestressed anchor cables under seismic loads[J]. , 2011, 32(4): 1157 -1162 .
[7] LIN Zhan-ju , NIU Fu-jun , LIU Hua , LU Jia-hao. Influences of freezing-thawing cycles on physico-mechanical properties of rocks of embankment revetments in permafrost regions[J]. , 2011, 32(5): 1369 -1376 .
[8] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[9] ZHAO Hong-bao , CHEN Lun-jian. Experimental study of thermal expansion property of limestone[J]. , 2011, 32(6): 1725 -1730 .
[10] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
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