[10] |
BROERE W. Tunnel face stability and new CPT applications[Ph. D. Thesis][D]. Delft:Technical University of Delft,2001.
|
[20] |
HANDY L R. The arch in soil arching[J]. Journal of Geotechnical Engineering,1985,111(3):302-318.
|
[2] |
周 龙,闫治国,朱合华,等. 深埋排水盾构隧道钢纤维混凝土高刚性接头受力特性试验研究[J]. 建筑结构学报,2020,41(4):177-190.(ZHOU Long,YAN Zhiguo,ZHU Hehua,et al. Experimental study on mechanical characteristics of high-stiffness segmental joint with steel fibers for deep-buried drainage shield tunnels[J]. Journal of Building Structures,2020,41(4):177-190.(in Chinese))
|
[4] |
崔蓬勃,朱永全,刘 勇,等. 考虑土拱发挥过程的非饱和砂土盾构隧道极限支护力计算方法研究[J]. 岩土工程学报,2020,42(5):873-881.(CUI Pengbo,ZHU Yongquan,LIU Yong,et al. Calculation of ultimate supporting forces of shield tunnels in unsaturated sandy soils considering soil arching effects[J]. Chinese Journal of Geotechnical Engineering,2020,42(5):873-881.(in Chinese))
|
[6] |
IBRAHIM E,SOUBRA A H,MOLLON G,et al. Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium[J]. Tunnelling and Underground Space Technology,2015,49:18-34.
|
[7] |
HAN K H,ZHANG C P,ZHANG D L. Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive-frictional soils[J]. Computers and Geotechnics,2016,79:1-9.
|
[12] |
李 君,陈仁朋,孔令刚. 干砂地层中盾构开挖面失稳模式及土拱效应试验研究[J]. 土木工程学报,2011,44(7):142-148.(LI Jun,CHEN Renpeng,KONG Linggang. Model test study of the failure mechanism of shallow tunnels in dry sands[J]. China Civil Engineering Journal,2011,44(7):142-148.(in Chinese))
|
[14] |
宋锦虎,陈坤福,李宁娜,等. 水土耦合对盾构土拱效应及最小支护力的影响分析[J]. 铁道学报,2015,37(10):122-128.(SONG Jinhu,CHEN Kunfu,LI Ningna,et al. Analysis of effects of soil and ground water coupling on soil arching and minimum face pressure in shield tunneling[J]. Journal of the China Railway Society,2015,37(10):122-128.(in Chinese))
|
[5] |
LU X L,ZHOU Y C,HUANG M S,et al. Computation of the minimum limit support pressure for the shield tunnel face stability under seepage condition[J]. International Journal of Civil Engineering,2017,15(6):849-863.
|
[8] |
汤旅军,陈仁朋,尹鑫晟,等. 密实砂土地层盾构隧道开挖面失稳离心模型试验研究[J]. 岩土工程学报,2013,35(10):1 830-1 838. (TANG Lvjun,CHEN Renpeng,YIN Xinsheng,et al. Centrifugal model tests on face stability of shield tunnels in dense sand[J]. Chinese Journal of Geotechnical Engineering,2013,35(10):1 830- 1 838.(in Chinese))
|
[15] |
周舒威,夏才初,葛金科,等. 黏土中超大直径顶管开挖面主动极限支护压力计算方法[J]. 岩土工程学报,2013,35(11):2 060- 2 067.(ZHOU Shuwei,XIA Caichu,GE Jinke,et al. An approach for calculating active limit support pressure of tunnel face of large-diameter pipe jacking in cohesive soils[J]. Chinese Journal of Geotechnical Engineering,2013,35(11):2 060-2 067.(in Chinese))
|
[1] |
叶 飞,郭华伟,段智军,等. 深埋盾构隧道同步注浆施工扰动力学问题研究[J]. 岩土工程学报,2019,41(5):855-862.(YE Fei,GUO Huawei,DUAN Zhijun,et al. Disturbance mechanical problems induced by synchronous grouting in deep shield tunnels[J]. Chinese Journal of Geotechnical Engineering,2019,41(5):855-862.(in Chinese))
|
[3] |
李 雪,周顺华,宫全美,等. 大断面深埋高水压地铁盾构隧道周边土压力作用模式评价[J]. 岩土力学,2015,36(5):1 415-1 427. (LI Xue,ZHOU Shunhua,GONG Quanmei,et al. Evaluation of earth pressure around a deeply buried metro shield tunnel with a large cross-section under high water pressure conditions[J]. Rock and Soil Mechanics,2015,36(5):1 415-1 427.(in Chinese))
|
[13] |
武 军,廖少明,时振昊. 考虑土拱效应的盾构隧道开挖面稳定性[J]. 同济大学学报:自然科学版,2015,43(2):213-220.(WU Jun,LIAO Shaoming,SHI Zhenhao. Workface stability of shield tunnel considering arching effect[J]. Journal of Tongji University:Natural Science,2015,43(2):213-220.(in Chinese))
|
[23] |
张晓清. 深埋盾构隧道开挖面失稳机制及土压力分布模式研究[博士学位论文][D]. 上海:上海大学,2018.(ZHANG Xiaoqing. Instability mechanism and earth pressure distribution model of deep buried shield tunnelling face[Ph. D. Thesis][D]. Shanghai:Shanghai University,2018.(in Chinese))
|
[9] |
ANAGNOSTOU G,KOVARI K. Face stability conditions with earth-pressure-balanced shields[J]. Tunnelling and Underground Space Technology,1996,11(2):165-173.
|
[18] |
汪丁建,唐辉明,李长冬,等. 考虑主应力偏转的土体浅埋 隧道支护压力研究[J]. 岩土工程学报,2016,38(5):804-810.(WANG Dingjian,TANG Huiming,LI Changdong,et al. Theoretical study on earth pressure on shallow tunnel considering principal stress rotation[J]. Chinese Journal of Geotechnical Engineering,2016,38(5):804-810.(in Chinese))
|
[22] |
陈仁朋,李 君,陈云敏,等. 干砂盾构开挖面稳定性模型试验研究[J]. 岩土工程学报,2011,33(1):117-122.(CHEN Renpeng,LI Jun,CHEN Yunmin,et al. Large-scale tests on face stability of shield tunnelling in dry cohesionless soil[J]. Chinese Journal of Geotechnical Engineering,2011,33(1):117-122.(in Chinese))
|
[11] |
SUBRIN D,WONG H. Tunnel face stability in frictional material:A new 3D failure mechanism[J]. Computes Mechanique,2012,330(7):513-519.
|
[21] |
李 昀,张子新,张冠军. 泥水平衡盾构开挖面稳定模型试验研究[J]. 岩土工程学报,2007,29(7):1 074-1 079.(LI Yun,ZHANG Zixin,ZHANG Guanjun. Laboratory study on face stability mechanism of slurry shields[J]. Chinese Journal of Geotechnical Engineering,2007,29(7):1 074-1 079.(in Chinese))
|
[16] |
陈若曦,朱 斌,陈云敏,等. 基于主应力轴旋转理论的修正Terzaghi松动土压力[J]. 岩土力学,2010,31(5):1 402-1 406. (CHEN Ruoxi,ZHU Bin,CHEN Yunmin,et al. Modified Terzaghi looseningearth pressure based on theory of main stress axes rotation[J]. Rock and Soil Mechanics,2010,31(5):1 402-1 406.(in Chinese))
|
[17] |
程小虎. 密实砂土及硬黏土中圆形隧道的竖向支护压力[J]. 岩石力学与工程学报,2014,33(4):857-864.(CHENG Xiaohu. Earth pressure on circular tunnel in dense sand and hard clay[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(4):857-864. (in Chinese))
|
[19] |
DAVIS E H,GUNN M J,MAIR R J,et al. The stability of shallow tunnels and underground openings in cohesive material[J]. Geotechnique,1981,30(4):397-416.
|