Citation: | PAN Yi, LI Chuanxun. Large-strain nonlinear consolidation of dredged sludge yards with PHDs[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(11): 2295-2304. DOI: 10.11779/CJGE20230290 |
[1] |
吴思麟, 朱伟, 刘既明, 等. 环保疏浚泥处理工程泥性质变化规律及问题分析[J]. 岩土工程学报, 2019, 41(12): 2290-2296. doi: 10.11779/CJGE201912014
WU Silin, ZHU Wei, LIU Jiming, et al. Change laws of mud property and problems in typical environmental dredging treatment projects[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2290-2296. (in Chinese) doi: 10.11779/CJGE201912014
|
[2] |
杨媛媛, 胡黎明, ANGE N, 等. 疏浚污泥资源化处理试验研究[J]. 岩土力学, 2009, 30(5): 1323-1327. doi: 10.3969/j.issn.1000-7598.2009.05.023
YANG Yuanyuan, HU Liming, ANGE N, et al. Laboratory tests on valorization technique of dredged sediment[J]. Rock and Soil Mechanics, 2009, 30(5): 1323-1327. (in Chinese) doi: 10.3969/j.issn.1000-7598.2009.05.023
|
[3] |
TANG P P, ZHANG W L, CHEN Y H, et al. Stabilization/solidification and recycling of sediment from Taihu Lake in China: engineering behavior and environmental impact[J]. Waste Management, 2020, 116: 1-8. doi: 10.1016/j.wasman.2020.07.040
|
[4] |
RAKSHITH S, SINGH D N. Utilization of dredged sediments: contemporary issues[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2017, 143(3): 04016025. doi: 10.1061/(ASCE)WW.1943-5460.0000376
|
[5] |
高扬, 孙科, 谭一军, 等. 多种疏浚淤泥脱水技术的典型应用及分析[J]. 江苏水利, 2020(9): 51-54.
GAO Yang, SUN Ke, TAN Yijun, et al. Typical application and analysis of various dredged silt dehydration technology[J]. Jiangsu Water Resources, 2020(9): 51-54. (in Chinese)
|
[6] |
吴思麟, 朱伟, 闵凡路, 等. 泥浆真空抽滤泥水分离中堵塞机理及规律性研究[J]. 岩土工程学报, 2017, 39(8): 1530-1537. doi: 10.11779/CJGE201708022
WU Silin, ZHU Wei, MIN Fanlu, et al. Clogging mechanism and effect of cake permeability in soil-water separation using vacuum filtration[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(8): 1530-1537. (in Chinese) doi: 10.11779/CJGE201708022
|
[7] |
蔡袁强. 吹填淤泥真空预压固结机理与排水体防淤堵处理技术[J]. 岩土工程学报, 2021, 43(2): 201-225. doi: 10.11779/CJGE202102001
CAI Yuanqiang. Consolidation mechanism of vacuum preloading for dredged slurry and anti-clogging method for drains[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(2): 201-225. (in Chinese) doi: 10.11779/CJGE202102001
|
[8] |
SHINSHA H, KUMAGAI T. Bulk compression of dredged soils by vacuum consolidation method using horizontal drains[J]. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2014, 45(3): 78-85.
|
[9] |
王海燕, 张文彬, 刘凌云, 等. 水平排水板真空预压法处理吹填土现场试验研究[J]. 中国港湾建设, 2016, 36(12): 57-62. doi: 10.7640/zggwjs201612012
WANG Haiyan, ZHANG Wenbin, LIU Lingyun, et al. Field experimental study on dredger fill flow mud improved by vacuum preloading method employing horizontal drains[J]. China Harbour Engineering, 2016, 36(12): 57-62. (in Chinese) doi: 10.7640/zggwjs201612012
|
[10] |
周洋, 蒲诃夫, 李展毅, 等. 水平排水板-真空预压联合处理高含水率疏浚淤泥模型试验研究[J]. 岩石力学与工程学报, 2019, 38(增刊1): 3246-3251.
ZHOU Yang, PU Hefu, LI Zhanyi, et al. Experimental investigations on treatment of dredged slurry by vacuum-assisted prefabricated horizontal drains[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(S1): 3246-3251. (in Chinese)
|
[11] |
陈征, 张峰, 陈益峰, 等. 排水通道分布式布设下双层地基平面应变固结分析[J]. 工程力学, 2020, 37(1): 135-144.
CHEN Zheng, ZHANG Feng, CHEN Yifeng, et al. Plane-strain consolidation analysis of double-layered ground with strip-shaped distributed drainage boundary[J]. Engineering Mechanics, 2020, 37(1): 135-144. (in Chinese)
|
[12] |
CHAI J C, HORPIBULSUK S, SHEN S L, et al. Consolidation analysis of clayey deposits under vacuum pressure with horizontal drains[J]. Geotextiles and Geomembranes, 2014, 42(5): 437-444. doi: 10.1016/j.geotexmem.2014.07.001
|
[13] |
CHAI J C, WANG J, DING W Q, et al. Method for calculating horizontal drain induced non-linear and large strain degree of consolidation[J]. Geotextiles and Geomembranes, 2022, 50(2): 231-237. doi: 10.1016/j.geotexmem.2021.09.008
|
[14] |
李传勋, 仇超. 高压缩性软土一维非线性大应变固结解析解[J]. 岩石力学与工程学报, 2021, 40(11): 2344-2356.
LI Chuanxun, QIU Chao. An analytical solution for one-dimensional nonlinear large-strain consolidation of soft clay with high compressibility[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(11): 2344-2356. (in Chinese)
|
[15] |
LEE K, SILLS G C. The consolidation of a soil stratum, including self-weight effects and large strains[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1981, 5(4): 405-428. doi: 10.1002/nag.1610050406
|
[16] |
蒲诃夫, 宋丁豹, 郑俊杰, 等. 饱和软土大变形非线性自重固结模型[J]. 岩土力学, 2019, 40(5): 1683-1692, 1703.
PU Hefu, SONG Dingbao, ZHENG Junjie, et al. Non-linear self-weight consolidation model of saturated soft soil under large-strain condition[J]. Rock and Soil Mechanics, 2019, 40(5): 1683-1692, 1703. (in Chinese)
|
[17] |
BUTTERFIELD R. A natural compression law for soils (an advance on e-log p')[J]. Géotechnique, 1979, 29(4): 469-480. doi: 10.1680/geot.1979.29.4.469
|
[18] |
TILLER F M, KHATIB Z. The theory of sediment volumes of compressible, particulate structures[J]. Journal of Colloid and Interface Science, 1984, 100(1): 55-67. doi: 10.1016/0021-9797(84)90411-9
|
[19] |
林政, 赵智君. 自重和真空负压下吹填淤泥固结性状分析[J]. 建筑结构, 2012, 42(8): 114-118, 123.
LIN Zheng, ZHAO Zhijun. Analysis of consolidation characteristics of dredger soil under self-weight and vacuum pressure[J]. Building Structure, 2012, 42(8): 114-118, 123. (in Chinese)
|
[20] |
曾玲玲, 洪振舜, 陈福全. 压缩过程中重塑黏土渗透系数的变化规律[J]. 岩土力学, 2012, 33(5): 1286-1292. doi: 10.3969/j.issn.1000-7598.2012.05.002
ZENG Lingling, HONG Zhenshun, CHEN Fuquan. A law of change in permeability coefficient during compression of remolded clays[J]. Rock and Soil Mechanics, 2012, 33(5): 1286-1292. (in Chinese) doi: 10.3969/j.issn.1000-7598.2012.05.002
|
[21] |
GIBSON R E, SCHIFFMAN R L, CARGILL K W. The theory of one-dimensional consolidation of saturated clays: Ⅱ Finite nonlinear consolidation of thick homogeneous layers[J]. Canadian Geotechnical Journal, 1981, 18(2): 280-293. doi: 10.1139/t81-030
|
[22] |
闵涛, 张海燕, 周宏宇, 等. 二维变系数热传导方程初边值问题的交替方向隐格式[J]. 西安工业大学学报, 2007, 27(2): 199-204. doi: 10.3969/j.issn.1673-9965.2007.02.021
MIN Tao, ZHANG Haiyan, ZHOU Hongyu, et al. Alternating direction implicit scheme of initial-boundary problem for two-dimension heat conduction equation with variable coefficients[J]. Journal of Xi'an Technological University, 2007, 27(2): 199-204. (in Chinese) doi: 10.3969/j.issn.1673-9965.2007.02.021
|
[23] |
PU H F, SONG D B, FOX P J. Benchmark problem for large strain self-weight consolidation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2018, 144(5): 1-3.
|
[24] |
仇超, 李传勋, 李红军. 单级等速加载下高压缩性软土非线性大应变固结解析解[J]. 岩土力学, 2021, 42(8): 2195-2206.
QIU Chao, LI Chuanxun, LI Hongjun. Analytical solutions for one-dimensional nonlinear large-strain consolidation of high compressible soil under a ramp loading[J]. Rock and Soil Mechanics, 2021, 42(8): 2195-2206. (in Chinese)
|
[1] | HAN Lei, YE Guan-lin, WANG Jian-hua, YANG Guang-hui, ZHOU Song. Finite element analysis of impact of under-crossing of large shallow shield tunnel on riverbank[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 125-128. DOI: 10.11779/CJGE2015S1025 |
[2] | HAN Jin-bao, XIONG Ju-hua, SUN Qing, YANG Min. Multi-factor three-dimensional finite element analysis of effects of tunnel construction on adjacent pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 339-344. |
[3] | XU Wen-qiang, YUAN Fan-fan, WEI Chang-fu, YANG Cao-shuai. Bearing capacity of suction tapered bucket foundations based on three-dimensional finite element numerical analysis[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 485-490. |
[4] | WANG Yuanzhan, XIAO Zhong, LI Yuanyin, XIE Shanwen. Finite element analysis for earth pressure on bucket foundation of breakwater[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 622-627. |
[5] | HAN Bing, CAO Pinlu. Finite element analysis of interaction between soils and impact sampling bits[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(10): 1560-1563. |
[6] | JIANG Xinliang, ZONG Jinhui. Three-dimensional finite element analysis of seepage fields in foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 564-568. |
[7] | HUANG Yu, YASHIMA Atsushi, ZHANG Feng. Finite element analysis of pile-soil-structure dynamic interaction in liquefiable site[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 646-651. |
[8] | XING Haofeng, GONG Xiaonan, YANG Xiaojun. Simplified analysis for consolidation of gravel-pile composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(5): 521-524. |
[9] | LU Xinzheng, SONG Erxiang, JI Lin, SUI Feng. 3-Dimensional FEA for the interaction between supporting structure of excavation and soil in a very deep pit[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 488-491. |
[10] | Yu Zehong, Zhang Qisen. Finite Element Analysis for Mechanism of Geonets-Soil Interaction[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 79-85. |
1. |
温志辉,郭树乾,魏建平,张铁岗,王建伟,张立博,任永婕. 低频振动激励煤体共振增渗实验系统研制及应用. 煤田地质与勘探. 2024(09): 31-40 .
![]() | |
2. |
王雷鸣,李硕,尹升华,成亮,张超,陈威,薛森淼. 深地砂岩铀矿溶浸开采体系孔裂-渗流透明表征与定向干预研究进展. 绿色矿山. 2024(04): 381-396 .
![]() |