›› 2006, Vol. 27 ›› Issue (S1): 733-736.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of soil arch action during excavation and supporting of foundation pits

SUN Qiang,MA Ping ,ZHANG Xiao-ke   

  1. Institute of Geology and Geophysics, Chinese Academy of Science, Beijing 100029, China
  • Received:2006-06-28 Published:2006-12-15

Abstract: Soil arches effect is a hot topic in foundation project. In this paper, we analyzed several the questions which are worth discussed, for example the existence of soil arches and the groundwater to the destruction effect of arches. We proposed the constructive opinion, and anticipated to take a positive role in the development of soil arches theory.

Key words: soil mechanics, soil arching effect, catastrophe, structure expiration

CLC Number: 

  • TU 411.3
  • 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] RUI Rui, YE Yu-qiu, CHEN Cheng, TU Shu-jie. Nonlinear distribution of active earth pressure on retaining wall considering wall-soil friction [J]. Rock and Soil Mechanics, 2019, 40(5): 1797-1804.
[2] CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, . A method to calculate rational spacing between pipes in pipe roofs considering soil arching effects [J]. Rock and Soil Mechanics, 2019, 40(5): 1993-2000.
[3] 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.
[4] WANG Li-qin, SHAO Sheng-jun, WANG Shuai, ZHAO Cong, SHI Peng-xin, ZHOU Biao, . Compression curve characteristic of undisturbed loess [J]. Rock and Soil Mechanics, 2019, 40(3): 1076-1084.
[5] LIU Yang, YU Peng-qiang. Analysis of soil arch and active earth pressure on translating rigid retaining walls [J]. Rock and Soil Mechanics, 2019, 40(2): 506-516.
[6] YIN Zhi-qiang, SHE Cheng-xue, YAO Hai-lin, LU Zheng, LUO Xing-wen,. Research on earth pressure behind row piles from clayey backfill considering soil arching effect [J]. , 2018, 39(S1): 131-139.
[7] WANG Li-qin, SHAO Sheng-jun, ZHAO Cong, LU Zhong-gang,. Effect of initial structural property of loess on its compressive yield [J]. , 2018, 39(9): 3223-3228.
[8] CHOU Ya-ling, JIA Shu-sheng, ZHANG Qing-hai, CAO Wei, SEHNG Yu,. The influence of freeze-thaw action on loess collapsibility coefficient considering soil structure [J]. , 2018, 39(8): 2715-2722.
[9] LAI Feng-wen, CHEN Fu-quan, WAN Liang-long,. Vertical stress calculation of shallow foundations based on partially developed soil arching effect [J]. , 2018, 39(7): 2546-2554.
[10] XU Chang-jie, LIANG Lu-ju, CHEN Qi-zhi, LIU Yuan-kun,. Research on loosening earth pressure considering the patterns of stress distribution in loosening zone [J]. , 2018, 39(6): 1927-1934.
[11] XIA Kai-zong, CHEN Cong-xin, SONG Xu-gen, LIU Xiu-min, ZHOU Yi-chao, . Analysis of catastrophic failure mechanism of roof bed in gypsum mines induced by relative humidity [J]. , 2018, 39(2): 589-597.
[12] YANG Gui, WANG Yang-yang, LIU Yan-chen, . Analysis of active earth pressure on retaining walls based on curved sliding surface [J]. , 2017, 38(8): 2182-2188.
[13] CHEN Le-qiu, ZHANG Jia-sheng, CHEN Jun-hua, CHEN Ji-guang,. Testing of static and dynamic strength properties of cement-improved argillaceous-slate coarse-grained soil [J]. , 2017, 38(7): 1903-1910.
[14] LI Rui-lin, ZHOU Guo-qing, LIN Chao, ZHAO Guang-si, CHEN Guo-zhou,. Solution of earth pressure between slip surfaces under non-limit state considering soil arching effect [J]. , 2017, 38(11): 3145-3153.
[15] PU Shao-yun, RAO Jun-ying, YANG Kai-qiang, HUANG Zhi-hong, LI Yong-hui,CHEN Ze-nan, LI Qin, LIU Han-qing,. Deformation characteristics of soil under cyclic loading [J]. , 2017, 38(11): 3261-3270.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YANG Yong-bo, LIU Ming-gui, ZHANG Guo-hua, LI Qi. Analysis of construction parameter optimization for new large cross-section tunnel next to existing tunnels[J]. , 2010, 31(4): 1217 -1226 .
[2] CHEN Jian-sheng,CHEN Cong-xin,LU Zu-de,YAO Wen-sheng. Direct shear test for strength and deformation characteristics of highly decomposed hornfels[J]. , 2010, 31(9): 2869 -2874 .
[3] XU Xing-hua, SHANG Yue-quan, WANG Ying-chao. Research on comprehensive evaluation decision system for landslide disaster[J]. , 2010, 31(10): 3157 -3164 .
[4] LI Peng, LIU Jian, LI Guo-he, ZHU Jie-bing, LIU Shang-ge. Experimental study for shear strength characteristics of sandstone under water-rock interaction effects[J]. , 2011, 32(2): 380 -386 .
[5] LIU Qing-bing,XIANG Wei,ZHANG Wei-feng,CUI De-shan. Experimental study of ionic soil stabilizer-improves expansive soil[J]. , 2009, 30(8): 2286 -2290 .
[6] WANG Xie-qun, ZOU Wei-lie, LUO Yi-dao, DENG Wei-dong, WANG Zhao. Influence of compaction degree and gradation on SWCC of compacted clay soil[J]. , 2011, 32(S1): 181 -184 .
[7] LI Huan,WEI Chang-fu,CHEN Hui,CHEN Pan,YI Pan-pan. A simplified capillary hysteresis model of porous media[J]. , 2011, 32(9): 2635 -2639 .
[8] PENG Fang-le , LI Fu-lin , BAI Xiao-yu. A dynamic relaxation - finite element method for strong nonlinearity caused by post-peak strain softening of sands[J]. , 2012, 33(2): 590 -596 .
[9] ZHONG Sheng ,WANG Chuan-ying ,WU Li-xin ,TANG Xin-jian ,WANG Qing-yuan. Borehole radar response characteristics of point unfavorable geo-bodies: forward simulation of its surrounding rock and filling condition[J]. , 2012, 33(4): 1191 -1195 .
[10] YAO Chi ,JIANG Qing-hui ,YE Zu-yang ,ZHOU Chuang-bing . Initial flow method for unconfined seepage problems of fracture networks[J]. , 2012, 33(6): 1896 -1903 .