承压水基坑抗突涌稳定判定方法研究

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (280 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract Based on the bursting modes such as overall heaving，water and sand inrushing in contact between soil and underground structures and surface boiling，judgment methods that determine whether inrushing happens were studied by numerical and theoretical analyses. Results show that the rupture surface modes include vertical plane and circular plane with the angle of with impermeable layer. Then the shear force formula of rupture surface was established and a quantitative calculation method to determine whether overall heaving occurs was gained through theoretical derivation. Based on the mechanism of surface boiling and the index of tensile-shear failure，the judgment formulus that determines whether surface boiling happens was gained. By comparison，it is shown that the calculated values have a good agreement with the experimental values.

Key words： foundation pit stability against bursting judgement method

Received: 10 May 2011

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

http://www.rockmech.org/EN/Y2012/V31/I2/399

[3]	郑剑升，张克平，章立峰. 承压水地层基坑底部突涌及解决措施[J]. 隧道建设，2003，23(5)：25-27.(ZHENG Jiansheng，ZHANG Keping，ZHANG Lifeng. Bursting of foundation pit in confined water formation and the solution[J]. Tunnel Construction，2003，23(5)：25-27.(in Chinese))
[4]	李海如，吴寿明. 漳州中银大厦基坑突涌处理方法[J]. 探矿工程：岩土钻掘工程，2004，(9)：23-25.(LI Hairu，WU Shouming. Treatments of Zhongyin building foundation pit bursting[J]. Exploration Engineering：Soil Drilling Engineering，2004，(9)：23-25.(in Chinese)) " target="_blank">
[5]	刘建航，侯学渊. 基坑工程手册[M]. 北京：中国建筑工业出版社，1997：137.(LIU Jianhang，HOU Xueyuan. Foundation engineering handbook[M]. Beijing：China Architecture and Building Press，1997：137.(in Chinese)) " target="_blank">
[7]	谭松林. 考虑土体强度的建筑基坑突涌问题分析[J]. 地球科学——中国地质大学学报，2002，27(2)：209-211，216.(TAN Songlin. Analysis of abrupt gush problem of soil and water based on strength of soil body in building foundation pit[J]. Earth Science—Journal of China University of Geosciences，2002，27(2)：209-211，216.(in Chinese)) " target="_blank">
[8]	牛富俊，刘玉海，倪万魁. 软土基坑变形失稳形态模拟试验研究[J]. 工程地质学报，2001，9(1)：93-99.(NIU Fujun，LIU Yuhai，NI Wankui. Experimental study of deformation and instability of foundation pit in soft soil[J]. Journal of Engineering Geology，2001，9(1)：93-99.(in Chinese)) " target="_blank">
[10]	丁春林，王东方. 基于塑性破坏的承压水基坑突涌计算模型研究[J]. 工程力学，2007，24(11)：126-131.(DING Chunlin，WANG Dongfang. A study of calculation model for piping in foundation pit with confined underground water based on plastic failure[J]. Engineering Mechanics，2007，24(11)：126-131.(in Chinese)) " target="_blank">
[11]	丁春林. 软土地区弱透水层承压水基坑突涌计算模型研究[J]. 工程力学，2008，25(10)：194-199.(DING Chunlin. A study on calculation model of inrushing for foundation pit of semi-pervious aquiclude with confined water in soft soil area[J]. Engineering Mechanics，2008，25(10)：194-199.(in Chinese)) " target="_blank">
[13]	孙玉永，周顺华. 基于离心模型试验的基坑突涌模式及机制研究[J]. 岩石力学与工程学报，2010，29(12)：2 551-2 557.(SUN Yuyong，ZHOU Shunhua. Mode and mechanism of bursting in foundation pit based on centrifugal model test[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(12)：2 551-2 557.(in Chinese)) " target="_blank">
[14]	殷宗泽，朱泓，许国华. 土与结构材料接触面的变形及数学模拟[J]. 岩土工程学报，1994，16(3)：14-22.(YIN Zongze，ZHU Hong，XU Guohua. Numerical simulation of the deformation in the interface between soil and structural material[J]. Chinese Journal of Geotechnical Engineering，1994，16(3)：14-22.(in Chinese))
[15]	SUN Y Y，ZHOU S H. Discussion on yield criterions of soils on tensile-shear failure[C]// International Conference on Electric Technology and Civil Engineering. [S.l.]：[s.n.]，2011：2 112-2 115. " target="_blank">
[2]	李长山. 杭州地铁秋涛路站基坑施工管涌分析处理[J]. 路基工程，2006，(3)：111-114.(LI Changshan. Analysis and treatment of piping in Qiutao Metro Station foundation pit construction[J]. Subgrade Engineering，2006，(3)：111-114.(in Chinese)) " target="_blank">
[6]	马石城，印长俊，邹银生. 抗承压水基坑底板的厚度分析与计算[J]. 工程力学，2004，21(2)：204-208.(MA Shicheng，YIN Changjun，ZOU Yinsheng. Analysis and calculation of the pit base plate thickness of bearing resistance water foundation[J]. Engineering Mechanics，2004，21(2)：204-208.(in Chinese))
[9]	胡展飞，张刚，周健. 软土基坑突水基底变形研究[J]. 地下空间与工程学报，2005，1(4)：638-641.(HU Zhanfei，ZHANG Gang，ZHOU Jian. Research on deformation behavior of substratum at water blow-up of the pit[J]. Chinese Journal of Underground Space and Engineering，2005，1(4)：638-641.(in Chinese)) " target="_blank">
[12]	杨建民，郑刚. 基坑降水中渗流破坏归类及抗突涌验算公式评价[J]. 岩土力学，2009，30(1)：261-264.(YANG Jianmin，ZHENG Gang. Classification of seepage failures and opinion to formula for check bursting instability in dewatering[J]. Rock and Soil Mechanics，2009，30(1)：261-264.(in Chinese)) " target="_blank">
[1]	刘国彬，王洪新. 上海浅层粉砂地层承压水对基坑的危害及治理[J]. 岩土工程学报，2002，24(6)：790-792.(LIU Guobin，WANG Hongxin. Influence of the pressure water in shallow silty sand in Shanghai on excavation[J]. Chinese Journal of Geotechnical Engineering，2002，24(6)：790-792.(in Chinese))