Citation: | LI Zan, LIU Song-yu, WU Kai, CAI Guo-jun, TONG Li-yuan, LIU Wen-liang. Determination of disturbance depth due to excavation using multifunctional CPTU tests[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 181-187. DOI: 10.11779/CJGE202101021 |
[1] |
孙钧, 周健, 龚晓南, 等. 受施工扰动影响土体环境稳定理论与变形控制[J]. 同济大学学报(自然科学版), 2004, 32(10): 1261-1269. doi: 10.3321/j.issn:0253-374X.2004.10.001
SUN Jun, ZHOU Jian, GONG Xiao-nan, et al. Theory of soil environment stability and deformation control under influence of construction disturbance[J]. Journal of Tongji University (Natural Science Edition), 2004, 32(10): 1261-1269. (in Chinese) doi: 10.3321/j.issn:0253-374X.2004.10.001
|
[2] |
孙钧. 城市环境土工学[M]. 上海: 上海科学技术出版社, 2005.
SUN Jun. Geoenvironmental Engineering[M]. Shanghai: Shanghai Science & Technology Press, 2005. (in Chinese)
|
[3] |
ROCHELLE P L, SARRAILH J, TAVENAS F, et al. Causes of sampling disturbance and design of a new sampler for sensitive soils[J]. Canadian Geotechnical Journal, 1981, 18(1): 52-66. doi: 10.1139/t81-006
|
[4] |
SANTAGATA M C, GERMAINE J T. Sampling disturbance effects in normally consolidated clays[J]. Journal of Geotechnical and Geo-environmental Engineering, 2002, 128(12): 997-1006. doi: 10.1061/(ASCE)1090-0241(2002)128:12(997)
|
[5] |
HONG Z S, HAN J. Evaluation of sample quality of sensitive clay using intrinsic compression concept[J]. Journal of Geotechnical and Geo-environmental Engineering, 2007, 133(1): 83-90. doi: 10.1061/(ASCE)1090-0241(2007)133:1(83)
|
[6] |
CARROLL R, LONG M. Sample disturbance effects in silt[J]. Journal of Geotechnical and Geo-environmental Engineering, 2017, 143(9): 04017061. doi: 10.1061/(ASCE)GT.1943-5606.0001749
|
[7] |
李忠超. 软黏土中轨道交通地下深开挖工程变形及稳定性研究[D]. 杭州: 浙江大学, 2015.
LI Zhong-chao. Deformation and Stability Investigation of Underground Excavation of Subway Transit System in Soft Clay[D]. Hangzhou: Zhejiang University, 2015. (in Chinese)
|
[8] |
徐永福, 陈建山, 傅德明. 盾构掘进对周围土体力学性质的影响[J]. 岩石力学与工程学报, 2003, 22(7): 1174-1179. doi: 10.3321/j.issn:1000-6915.2003.07.024
XU Yong-fu, CHEN Jian-shan, FU De-ming. Effect of shield tunneling on mechanical properties of soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(7): 1174-1179. (in Chinese) doi: 10.3321/j.issn:1000-6915.2003.07.024
|
[9] |
邓永锋, 刘松玉, 季署月. 取样扰动对固结系数的影响研究[J]. 岩土力学, 2007, 28(12): 2687-2690. doi: 10.3969/j.issn.1000-7598.2007.12.040
DENG Yong-feng, LIU Song-yu, JI Shu-yue. Effect of sample disturbance on consolidation coefficient[J]. Rock and Soil Mechanics, 2007, 28(12): 2687-2690. (in Chinese) doi: 10.3969/j.issn.1000-7598.2007.12.040
|
[10] |
TERZAGHI, K. Theoretical Soil Mechanics[M]. New York: John Wiley & Sons, Inc, 1943.
|
[11] |
秦爱芳, 胡中雄, 彭世娟. 上海软土地区受卸荷影响的基坑工程被动区土体加固深度研究[J]. 岩土工程学报, 2008, 30(6): 935-940. doi: 10.3321/j.issn:1000-4548.2008.06.025
QIN Ai-fang, HU Zhong-xiong, PENG Shi-juan. Depth of soil stabilization in passive area of foundation pits for Shanghai soft clay[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 935-940. (in Chinese) doi: 10.3321/j.issn:1000-4548.2008.06.025
|
[12] |
潘林有, 程玉梅, 胡中雄. 卸荷状态下黏性土强度特性试验研究[J]. 岩土力学, 2001, 22(4): 490-493. doi: 10.3969/j.issn.1000-7598.2001.04.030
PAN Lin-you, CHENG Yu-mei, HU Zhong-xiong. Experimental study on the shear strength of clay under the unloading state[J]. Rock and Soil Mechanics, 2001, 22(4): 490-493. (in Chinese) doi: 10.3969/j.issn.1000-7598.2001.04.030
|
[13] |
张淑朝, 张建新, 张阳, 等. 基坑开挖卸荷土体回弹实验研究[J]. 岩土工程学报, 2008, 30(增刊1): 426-429. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2008S1092.htm
ZHANG Shu-chao, ZHANG Jian-xin, ZHANG Yang, et al. Experimental study on rebound of clay due to foundation excavatiom[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(S1): 426-429. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2008S1092.htm
|
[14] |
邓指军, 贾坚. 地铁车站深基坑卸荷回弹影响深度的试验[J]. 城市轨道交通研究, 2008, 11(3): 52-55. doi: 10.3969/j.issn.1007-869X.2008.03.014
DENG Zhi-jun, JIA Jian. On unloading resilience depth in deep station foundation pit[J]. Urban Mass Transit, 2008, 11(3): 52-55. (in Chinese) doi: 10.3969/j.issn.1007-869X.2008.03.014
|
[15] |
程玉梅. 基坑开挖卸荷影响深度的确定[J]. 大坝观测与土工测试, 2001, 25(5): 36-38. doi: 10.3969/j.issn.1671-3893.2001.05.012
Determination of the influence depth due to excavation unloading[J]. Dam Observation and Geotechnical Tests, 2001, 25(5): 36-38. (in Chinese) doi: 10.3969/j.issn.1671-3893.2001.05.012
|
[16] |
潘林有, 胡中雄. 深基坑卸荷回弹问题的研究[J]. 岩土工程学报, 2002, 24(1): 101-104. doi: 10.3321/j.issn:1000-4548.2002.01.023
PAN Lin-you, HU Zhong-xiong. Experimental study on the resilience of pit under unloading[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(1): 101-104. (in Chinese) doi: 10.3321/j.issn:1000-4548.2002.01.023
|
[17] |
沈珠江. 原状取土还是原位测试——土质参数测试技术发展方向刍议[J]. 岩土工程学报, 1996, 18(5): 90-91. doi: 10.3321/j.issn:1000-4548.1996.05.017
SHEN Zhu-jiang. Soil sampling on site or in-situ testing—A preliminary research on development of soil parameters testing technology[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(5): 90-91. (in Chinese) doi: 10.3321/j.issn:1000-4548.1996.05.017
|
[18] |
BUDHU M, WU C S. Numerical analysis of sampling disturbances in clay soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1992, 16(7): 467-492. doi: 10.1002/nag.1610160702
|
[19] |
刘松玉, 蔡国军, 童立元. 现代多功能CPTU技术理论与工程应用[M]. 北京: 科学出版社, 2013.
LIU Song-yu, CAI Guo-jun, TONG Li-yuan. Research and engineering application of the digital multifunction piezocone penetration test system (CPTU)[M]. Beijing: Science Press, 2013. (in Chinese)
|
[20] |
陈云敏, 胡琦, 陈仁朋. 杭州地铁湘湖车站基坑坍塌引起的基底土深层扰动与沉降分析[J]. 土木工程学报, 2014, 47(7): 110-117. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201407016.htm
CHEN Yun-min, HU Qi, CHEN Ren-peng. Soil disturbance by the collapse of retaining wall for a pit excavation and the induced additional settlement: a case study of Hangzhou Metro Xianghu Station[J]. China Civil Engineering Journal, 2014, 47(7): 110-117. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201407016.htm
|
[21] |
李建民. 超深超大基坑回弹变形计算方法的试验研究[D]. 北京: 中国建筑科学研究院, 2010.
LI Jian-min. Research on the Calculation Method of Resilient Deformation in Ultra-Deep Foundation Pit[D]. Beijing: China Academy of Building Research, 2010. (in Chinese)
|
[22] |
刘国华, 王振宇, 黄建平. 土的电阻率特性及其工程应用研究[J]. 岩土工程学报, 2004, 26(1): 83-87. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200401016.htm
LIU Guo-hua, WANG Zhen-yu, HUANG Jian-ping. Research on electrical resistivity feature of soil and it's application[J]. Rock and Soil Mechanics, 2004, 26(1): 83-87. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200401016.htm
|
[23] |
韩立华, 刘松玉, 杜延军. 温度对污染土电阻率影响的试验研究[J]. 岩土力学, 2007, 28(6): 1151-1155. doi: 10.3969/j.issn.1000-7598.2007.06.016
HAN Li-hua, LIU Song-yu, DU Yan-jun. Experiment study on effect of temperature on electrical resistivity of contaminated soils[J]. Rock and Soil Mechanics, 2007, 28(6): 1151-1155. (in Chinese) doi: 10.3969/j.issn.1000-7598.2007.06.016
|