Citation: | LI Guo-wei, HU Jian, LU Xiao-cen, ZHOU Yang. One-dimensional secondary consolidation coefficient and lateral pressure coefficient of overconsolidated soft clay[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2198-2205. |
[1] |
赵俊明,刘松玉,石名磊,等. 交通荷载作用下低路堤动力特性试验研究[J]. 东南大学学报, 2007,37(9):921-925
ZHAO Jun-ming, LIU Song-yu, SHI Ming-lei,et al. Experimental study on dynamic response of low embankment under traffic load[J]. Journal of Southeast University, 2007,37(9):921-925. (in Chinese)) |
[2] |
KUTTER B L, SATHIALINGAM N. Elastic-viscoelastic modeling of the rate-dependent behaviour of clays[J]. Géotechnique, 1992,42(3):427-441
|
[3] |
YIN Jian-hua, ZHU Jun-gao, GRAHAM James. A new elastic viscoplastic model for time-dependent behaviour of normally and overconsolidated clays: theory and verification[J]. Canadian Geotechnical Journal, 2002,39(1):157-173
|
[4] |
李军世,孙 钧. 上海淤泥质黏土的Mesri蠕变模型[J]. 土木工程学报, 2001,34(6):75-79
LI Jun-shi, SUN Jun. Mesris creep model for Shanghai silt clay[J]. China Civil Engineering Journal, 2001,34(6):75-79. (in Chinese)) |
[5] |
朱鸿鹄,陈晓平,程小俊,等. 考虑排水条件的软土蠕变特性及模型研究[J]. 岩土力学, 2006,27(5):694-698
ZHU Hong-hu, CHEN Xiao-ping, CHENG Xiao-jun,et al. Study on creep characteristics and model of soft soil considering drainage condition[J]. Rock and Soil Mechanics, 2006,27(5):694-698. (in Chinese)) |
[6] |
殷宗泽,张海波,朱俊高,等. 软土的次固结[J]. 岩土工程学报, 2003,25(5):521-526
YIN Zong-ze, ZHANG Hai-bo, ZHU Jun-gao,et al. Secondary consolidation of soft soils[J]. Chinese Journal of Geotechnical Engineering, 2003,25(5):521-526. (in Chinese)) |
[7] |
JTG E402007公路土工试验规程[S]. 2007: 156-162.
JTG E402007 Highway soil test procedures[S]. 2007: 156-162. (in Chinese)) |
[8] |
李国维. 公路软基超载预压控制沉降理论研究[D]. 南京:河海大学, 2007.
LI Guo-wei. Settlement control theory in the surcharge preloading method on the soft ground of highways[D]. Nanjing: Hohai University, 2007.(in Chinese)) |
[9] |
李国维,盛维高,蒋华忠,等. 超载卸荷后再压缩软土的次压缩特征及变形计算[J]. 岩土工程学报, 2009,31(1):118-12
LI Guo-wei, SHENG Wei-gao, JIANG Hua-zhong,et al. Secondary compression characteristics and settlement calculation of soft clay under overloading-unloading and reloading[J]. Chinese Journal of Geotechnical Engineering, 2009,31(1):118-12. (in Chinese)) |
[10] |
李国维,杨 涛,殷宗泽. 公路软基超载预压机理研究[J]. 岩土工程学报, 2006,28(7):896-901
LI Guo-wei, YANG Tao, YIN Zong-ze. Study of Mechanism about surcharge preloading method on the highway soft ground[J]. Chinese Journal of Geotechnical Engineering, 2006,28(7):896-901. (in Chinese)) |
[11] |
BJERRUM L. Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings[J]. Géotechnique, 1967,17(2):81-118
|
[12] |
李作勤. 影响黏土静止侧压力的一些问题[J]. 岩土力学, 1995,16:9-16
LI Zuo-qin. Some problems affecting lateral earth pressure at rest in clays[J]. Rock and Soil Mechanics, 1995,16:9-16. (in Chinese)) |
[13] |
JAKY J. The coefficient of earth pressure at rest[J]. Journal of the Society of Hungarian Architects and Engineers, 1944,7:355-358
|
[14] |
SCHMIDT B. Discussion of earth pressure at rest related to stress history[J]. Canadian Geotechnical Journal, 1966,3:239-242
|
[15] |
罗耀武,凌道盛,陈云敏,等. 土体K0加卸载过程中水平应力变化研究[J]. 工业建筑, 2010,40(7):56-59
LUO Yao-wu, LING Dao-sheng, CHEN Yun-min,et al. The change in horizontal stress of soils during K0 Loading-unloading[J]. Industrial Construction, 2010,40(7):56-59. (in Chinese)) |
[16] |
DUNCAN J M, SEED R B. Compaction-induced earth pressures under K0-conditions[J]. Journal of Geotechnical Engineering, 1986,112(1):1-22
|
[17] |
CHEN T J, FANG Y S. Earth pressure due to vibratory compaction[J]. Journal of Geotechnical and Geoenviron- mental Engineering, 2008,134(4):437-444
|
[18] |
WROTH C P. In-situ measurement of initial stress and deformation characteristics[J]. In-situ Measurement of Soil Properties, ASCE,North Crolina State University, Rateigh, N.C. , 1975, 2:181-230
|
[19] |
屈智炯. 土的塑性力学[M]. 成都: 成都科技大学出版社, 1987:43-54
QU Zhi-jiong. Plastic mechanics of soil[M]. Chengdu Science and Technology University Press, 1987:43-54. (in Chinese)) |
[20] |
MESRI G, CASTRO A. The Cα/Cc concept and K0 during secondary compression[J]. Geotechnical Engineering, ASCE,1987, 113(3):230-247
|
[21] |
MESRI G, FENG T W. Surcharge reduce secondary settlement[C]// Proc of the Int Conf on Geotechnical Engineering for Coastal Development. Yokohama, 1991(1):359-364
|
[22] |
MESRI G, STARK T D, AJLOUNI M A and CHEN C. S. Secondary compression of peat with or without surcharging [J]. Geotechnical Engineering, ASCE,1997, 123(5):411-421
|
[23] |
MESRI G, GODLEWSKI, P M. Time- and stress- compressibility interrelationship[J]. Geotechnical Engineering, ASCE,1977, 103(5):417-430
|
[24] |
MESRI G, AJLOUNI M A. Viscous behaviour of soil under oedometric conditions: Discussion[J]. Canadian Geotechnical Journal, 1997,34(1):159-161
|
[25] |
MESRI G, VARDHANABHUTI B. Secondary Compression[J]. Journal of Geotechnical and Geoenviromental Engineering, 2005,131(3):398-401
|
[1] | ZHANG Xiang, ZHU Sitao, JIANG Fuxing, LIU Jinhai, ZHU Quanjie, SHI Xianfeng, HAN Gang, WEI Xiaohu, CAO Jinglong, QU Xiaocheng. Mechanism of instability induced scour of thick hard rock-coal pillar structure in deep fully mechanized working face with large mining height[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(12): 2570-2579. DOI: 10.11779/CJGE20230892 |
[2] | ZHAO Yong, YANG Tian-hong, WANG Shu-hong, JIA Peng. Damage analysis method for mining rock mass based on microseismic-derived fractures and its engineering application[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 305-314. DOI: 10.11779/CJGE202202012 |
[3] | TANG Chao, LI Shu-lin, ZHOU Meng-jing, LIU Yin-chi. Stress inversion based on microseismic monitoring and its engineering application[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1730-1738. DOI: 10.11779/CJGE202109019 |
[4] | SUN Yan-peng, LING Yong-yu, LIN Xing-chao, ZHAO Yu-fei, AN Xin-zan, YIN Tao. Experimental study on internal monitoring structure of a new prestressed anchor cable[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 226-230. DOI: 10.11779/CJGE2020S2040 |
[5] | HUANG Qi-huan, WANG Qing-qing, HE Ning, WANG Yi-an, ZHOU Yan-zhang. Monitoring time-series settlements of breakwaters based on PSI[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 761-768. DOI: 10.11779/CJGE201904021 |
[6] | LI Yuan-xun, ZHU Yan-peng, YE Shuai-hua. Dewatering and monitoring analysis of a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 279-283. DOI: 10.11779/CJGE2014S2049 |
[7] | YU Qun, TANG Chun-An, LI Lian-chong, LI Hong, CHENG Guan-wen. Nucleation process of rockbursts based on microseismic monitoring of deep-buried tunnels for Jinping Ⅱ Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2315-2322. DOI: 10.11779/CJGE201412021 |
[8] | Relationship between support and strata in extra-thick coal seam fully-mechanized sublevel caving mining based on high precision microseismic monitoring technology[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3). |
[9] | AN Guanfeng, SONG Erxiang. The analysis of excavation monitoring for the Pazhouta subway station in Guangzhou[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 333-337. |
[10] | JIANG Fuxing, XUN Luo, YANG Shuhua. Study on microseismic monitoring for spatial structure of overlying strata and mining pressure field in longwall face[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 23-25. |