Citation: | RUAN Yongfen, PAN Jiqiang, HU Jingkui, et al. An experimental study of the stress-strain relationship of different excavation paths for soft soil K0 consolidation[J]. Hydrogeology & Engineering Geology, 2023, 50(2): 112-121 doi: 10.16030/j.cnki.issn.1000-3665.202206007 |
[1] |
LAMBE W T. Stress path method[J]. Journal of the Soil Mechanics and Foundations Division,1967,93(6):309 − 331. doi: 10.1061/JSFEAQ.0001058
|
[2] |
李立云, 王子英, 王晓静, 等. 近铁路基坑通风井段变形特征及其机制分析. 吉林大学学报(地球科学版), 2021, 51(5): 1441 − 1451.
LI Liyun, WANG Ziying, WANG Xiaojing, et al. Study on deformation characteristics of ventilation shaft section in foundation pit xxcavation adjacent to railway. Journal of Jilin University (Earth Science Edition), 2021, 51(5): 1441 − 1451.(in Chinese with English abstract)
|
[3] |
陈善雄,凌平平,何世秀,等. 粉质黏土卸荷变形特性试验研究[J]. 岩土力学,2007,28(12):2534 − 2538. [CHEN Shanxiong,LING Pingping,HE Shixiu,et al. Experimental study on deformation behavior of silty clay under unloading[J]. Rock and Soil Mechanics,2007,28(12):2534 − 2538. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-7598.2007.12.009
|
[4] |
HSIEH P G, OU C Y. Analysis of nonlinear stress and strain in clay under the undrained condition[J]. Journal of Mechanics, 2011, 27(2): 201 − 213.
|
[5] |
李德宁, 楼晓明, 杨敏. 上海地区基坑开挖卸荷土体回弹变形试验研究[J]. 岩土力学, 2011, 32(增刊2): 244 − 249
LI Dening, LOU Xiaoming, YANG Min. Experimental researches on unloading resilient deformation properties during excavations in Shanghai area[J]. Rock and Soil Mechanics, 2011, 32(Sup2): 244 − 249. (in Chinese with English abstract)
|
[6] |
张玉, 邵生俊. 平面应变加、卸荷条件下黄土的非线性变形特性的研究[J]. 岩土工程学报, 2015, 37(增刊1): 185 − 190
ZHANG Yu, SHAO Shengjun. Non-linear deformation behaviors of loess under plane strain state of vertical loading and lateral unloading[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(Sup1): 185 − 190. (in Chinese with English abstract)
|
[7] |
杨爱武,杨少坤,张振东. 基于不同卸荷速率与路径影响下吹填土力学特性研究[J]. 岩土力学,2020,41(9):2891 − 2900. [YANG Aiwu,YANG Shaokun,ZHANG Zhendong. Experimental study of mechanical properties of dredger fill under different unloading rates and stress paths[J]. Rock and Soil Mechanics,2020,41(9):2891 − 2900. (in Chinese with English abstract) doi: 10.16285/j.rsm.2019.1992
|
[8] |
李新明,孔令伟,郭爱国. 考虑卸荷速率的K0固结膨胀土应力-应变行为[J]. 岩土力学,2019,40(4):1299 − 1306. [LI Xinming,KONG Lingwei,GUO Aiguo. Stress-strain behavior of expansive soil under K0 condition with different unloading rates[J]. Rock and Soil Mechanics,2019,40(4):1299 − 1306. (in Chinese with English abstract)
|
[9] |
梅国雄,陈浩,卢廷浩,等. 坑侧土体卸荷的侧向应力-应变关系研究[J]. 岩石力学与工程学报,2010,29(增刊1):3108 − 3112. [MEI Guoxiong,CHEN Hao,LU Tinghao,et al. Research on lateral stress-strain relation on side of foundation pit with lateral unloading[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Sup1):3108 − 3112. (in Chinese with English abstract)
|
[10] |
陈志波,钟理峰,蔡廉锦,等. 基坑开挖过程坑侧土体应力路径试验研究[J]. 防灾减灾工程学报,2016,36(6):943 − 949. [CHEN Zhibo,ZHONG Lifeng,CAI Lianjin,et al. Stress pathtriaxial tests on the lateral soil of foundation pit during excavation process[J]. Journal of Disaster Prevention and Mitigation Engineering,2016,36(6):943 − 949. (in Chinese with English abstract) doi: 10.13409/j.cnki.jdpme.2016.06.014
|
[11] |
陈立国,吴昊天,陈晓斌,等. 超载预压处理软土的次固结特征及沉降计算[J]. 水文地质工程地质,2021,48(1):138 − 145. [CHEN Liguo,WU Haotian,CHEN Xiaobin,et al. Secondary consolidation characteristics and settlement calculation of soft soil treated by overload preloading[J]. Hydrogeology & Engineering Geology,2021,48(1):138 − 145. (in Chinese with English abstract) doi: 10.16030/j.cnki.issn.1000-3665.202009016
|
[12] |
孟凡丽,娄桢桢,葛威. 长期循环荷载下卸荷粉土动力特性的试验研究[J]. 岩土力学,2022,43(增刊1):383 − 388. [MENG Fanli,LOU Zhenzhen,GE Wei. Experimental study on dynamic characters of unloading silt under long-term cyclic loading[J]. Rock and Soil Mechanics,2022,43(Sup1):383 − 388. (in Chinese with English abstract) doi: 10.16285/j.rsm.2021.0106
|
[13] |
BALASUBRAMANIAM A S,CHAUDRY A R. Deformation and strength characteristics of soft bangkok clay[J]. Journal of the Geotechnical Engineering Division,1978,104(9):1153 − 1167. doi: 10.1061/AJGEB6.0000685
|
[14] |
李作勤. 粘土归一化性状的分析[J]. 岩土工程学报,1987,9(5):67 − 75. [LI Zuoqin. Analysis of normalized properties of clay[J]. Chinese Journal of Geotechnical Engineering,1987,9(5):67 − 75. (in Chinese with English abstract) doi: 10.3321/j.issn:1000-4548.1987.05.008
|
[15] |
曾国熙. 正常固结黏土不排水剪切的归一化性状[C]//软土地基学术讨论会论文集. 北京: 水利出版社, 1980: 13 − 26
ZENG Guoxi. Normalized properties of normally consolidated clay soils in undrained shear[C]// Proceedings of the Symposium on Soft Ground Foundation. Beijing: Water Resources Press, 1980: 13 − 26. (in Chinese with English abstract)
|
[16] |
余志华,桂跃,付坚,等. 轴向卸荷条件下泥炭质土回弹变形试验研究[J]. 水文地质工程地质,2015,42(5):107 − 114. [YU Zhihua,GUI Yue,FU Jian,et al. An experimental study of the rebound deformation characteristics and mechanism of peaty soil under unloading[J]. Hydrogeology & Engineering Geology,2015,42(5):107 − 114. (in Chinese with English abstract) doi: 10.16030/j.cnki.issn.1000-3665.2015.05.18
|
[17] |
吴昳,朱俊高,黄浩然,等. 不同密度粉质粘土K0固结侧向卸荷三轴试验研究[J]. 河北工程大学学报(自然科学版),2022,39(3):49 − 55. [WU Yi,ZHU Jungao,HUANG Haoran,et al. Triaxial test study on K0 consolidation of different density silty clays with lateral unloading[J]. Journal of Hebei University of Engineering (Natural Science Edition),2022,39(3):49 − 55. (in Chinese with English abstract) doi: 10.3969/j.issn.1673-9469.2022.03.008
|
[18] |
周洪福,冯治国,石胜伟,等. 川藏铁路某特大桥成都侧岸坡工程地质特征及稳定性评价[J]. 水文地质工程地质,2021,48(5):112 − 119. [ZHOU Hongfu,FENG Zhiguo,SHI Shengwei,et al. Slope engineering geology characteristics and stability evaluationof a grand bridge to Chengdu bank on the Sichuan-Tibet Railway[J]. Hydrogeology & Engineering Geology,2021,48(5):112 − 119. (in Chinese with English abstract) doi: 10.16030/j.cnki.issn.1000-3665.202103076
|
[19] |
中华人民共和国住房和城乡建设部. 土工试验方法标准: GB/T 50123—2019[S]. 北京: 中国计划出版社, 2019
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Standard for geotechnical testing method: GB/T 50123—2019[S]. Beijing: China Planning Press, 2019. (in Chinese)
|
[20] |
苟富刚,龚绪龙,陆徐荣,等. 有机质对海相软土物理力学特性的影响效应分析[J]. 水文地质工程地质,2022,49(5):195 − 203. [GOU Fugang,GONG Xulong,LU Xurong,et al. Effect of organic matter content on physical-mechanical properties of sea soft soil[J]. Hydrogeology & Engineering Geology,2022,49(5):195 − 203. (in Chinese with English abstract) doi: 10.16030/j.cnki.issn.1000-3665.202109033
|
[21] |
KONDNER R L. Hyperbolic stress-strain response:Cohesive soils[J]. Journal of the Soil Mechanics and Foundations Division,1963,89(1):115 − 143. doi: 10.1061/JSFEAQ.0000479
|
[22] |
刘熙媛. 基坑开挖过程的试验与数值模拟及土的微观结构研究[D]. 天津: 天津大学, 2004
LIU Xiyuan. Experimental and numerical simulation of excavation process and microstructure study[D]. Tianjin: Tianjin University, 2004. (in Chinese with English abstract)
|
[23] |
蒋海飞,刘东燕,黄伟,等. 高围压下不同孔隙水压作用时岩石蠕变特性及改进西原模型[J]. 岩土工程学报,2014,36(3):443 − 451. [JIANG Haifei,LIU Dongyan,HUANG Wei,et al. Creep properties of rock under high confining pressure and different pore water pressures and a modified Nishihara model[J]. Chinese Journal of Geotechnical Engineering,2014,36(3):443 − 451. (in Chinese with English abstract)
|
[24] |
张挺,彭世龙,曹广勇,等. 膨胀土侧向卸荷试验研究及归一化特性分析[J]. 水利水电技术(中英文),2023,54(1):175 − 186. [ZHANG Ting,PENG Shilong,CAO Guangyong,et al. Experimental study on lateral unloading of expansive soil and analysis of normalized characteristics[J]. Water Resources and Hydropower Engineering,2023,54(1):175 − 186. (in Chinese with English abstract)
|
[25] |
郭小帅. 基坑开挖中土体侧向卸荷特性研究[D]. 北京: 北京交通大学, 2012
GUO Xiaoshuai. Research on the lateral unloading behavior of soils in deep excavation[D]. Beijing: Beijing Jiaotong University, 2012. (in Chinese with English abstract)
|
[26] |
周秋娟,陈晓平. 侧向卸荷条件下软土典型力学特性试验研究[J]. 岩石力学与工程学报,2009,28(11):2215 − 2221. [ZHOU Qiujuan,CHEN Xiaoping. Test research on typical mechanical characteristics of soft clay under lateral unloading condition[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(11):2215 − 2221. (in Chinese with English abstract)
|
[27] |
王大雁,马巍,常小晓,等. 深部人工冻土在小应变条件下的刚度特性[J]. 岩土力学,2006,27(9):1447 − 1451. [WANG Dayan,MA Wei,CHANG Xiaoxiao,et al. Small-strain stiffness properties of frozen soils in deep alluvium[J]. Rock and Soil Mechanics,2006,27(9):1447 − 1451. (in Chinese with English abstract) doi: 10.16285/j.rsm.2006.09.003
|
[28] |
VARDANEGA P J,BOLTON M D. Stiffness of clays and silts:Normalizing shear modulus and shear strain[J]. Journal of Geotechnical and Geoenvironmental Engineering,2013,139(9):1575 − 1589. doi: 10.1061/(ASCE)GT.1943-5606.0000887
|
[29] |
谢飞. 基于结构性力学参数的黄土归一化性状研究: 以延安地区马兰黄土为例[D]. 西安: 长安大学, 2021
XIE Fei. Research on the normalized properties of loess based on structural parameters— A case of Malan loess in Yan’an area[D]. Xi’an: Chang’an University, 2021. (in Chinese with English abstract)
|