Citation: | CAO Yuqing, WU Yong, AN Xiangyong, SU Xiaoxue, FAN Xiying, GONG Tianzhen. 2019: CALCULATION METHOD FOR OEDOMETRIC MODULUS OF SOIL WITH EFFECTS OF STRESS HISTORY AND STRESS LEVEL. JOURNAL OF ENGINEERING GEOLOGY, 27(4): 760-765. doi: 10.13544/j.cnki.jeg.yt2019395 |
Chen F J, Ma J L, Zhu L, et al. 2012. Settlement calculation of pile foundation in deep-soft soil considering depth effect of compression modulus[J]. Rock and Soil Mechanics, 33 (S2):167-172. http://cn.bing.com/academic/profile?id=31c5ccea2416ba7550eb9dbbb372da34&encoded=0&v=paper_preview&mkt=zh-cn
|
Deng W L, Zhou Z M. 1996. A calculating method for soils modulus of compressibility (Es)[J]. Industrial Construction, 26(10):34-36.
|
Hou X L, Tan X H, Liu Z Y, et al. 2017. Compressive indices of cohesive soil and relation to degree of saturation[J]. Journal of Engineering Geology, 25(5):1336-1343. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=gcdzxb201705021
|
Jiang A L, Zhao C F, Gao D Z. 2003. Mathematical model method of determining preconsolidation pressure[J]. Rock and Soil Mechanics, 24(2):292-295. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx200302031
|
Jose B T, Sridharan A, Abraham B M. 1989. Log-log method for determination of preconsolidation pressure[J]. Geotechnical Testing, 12(3):230-237. doi: 10.1520/GTJ10974J
|
Liu Q Y, Liang J G, Feng H P. 2018. The settlement and deformation of foundation under high stress[J]. Journal of Water Resources and Architectural Engineering, 16(5):111-115. http://d.old.wanfangdata.com.cn/Periodical/fsjs201805021
|
Luo T, Liu L, Yao Y P. 2017. Description of critical state for sands considering particle crushing[J]. Chinese Journal of Geotechnical Engineering, 39(4):592-600. http://d.old.wanfangdata.com.cn/Periodical/ytgcxb201704002
|
Mei G X, Zai J M, Zhao W B. 2003. A simplified calculation method of oedometric modulus of soil and its application[J]. Rock and Soil Mechanics, 24(6):1057-1064. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx200306041
|
Meng X L, Zhao X Y, Fan Z H, et al. 2017. Experimental study of compressive modulus of metroshield generation zone in kunming cumulosols[J]. Journal of Engineering Geology, 25(6):1617-1623.
|
Ministry of Housing and Urban-Rural Development of the People's Republic of China, 2011. Code for design of building foundation(GB 50007-2011)[S]. Beijing: China Architecture & Building Press.
|
Qian J H, Yin Z Z. 1996. Geotechnical principles and calculations[M]. Beijing:China Water & Power Press.
|
Sridharan A, Abraham B M, Jose B T. 1991. Improved technique for estimation of preconsolidation pressure[J]. Géotechnique, 41(2):263-268. doi: 10.1680/geot.1991.41.2.263
|
Wang Z L, Zheng M X, Li Y C. 2005. Research on mathematic model method for calculating pre-consolidation pressure and its application[J]. Rock and Soil Mechanics, 26(10):1587-1590. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx200510012
|
Xu G P, Fu B Y, Zhang Z G, et al. 2013. Janbu tangent modulus method for settlement and determination of parameters[J]. Chinese Journal of Geotechnical Engineering, 35 (S2):804-808. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=8494417
|
Yang A W, Zhang Z D, Li X W, et al. 2017. Microscopic structure evaluation parameters of soft dredger fill in stage of safe operation hyperplasia with preconsolidation effect[J]. Journal of Engineering Geology, 25(2):284-291.
|
Yang G H. 2006. Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method[J]. Chinese Journal of Geotechnical Engineering, 28(11):1927-1931. http://cn.bing.com/academic/profile?id=c6fdf25a5f19afebdf55de0ee47d257e&encoded=0&v=paper_preview&mkt=zh-cn
|
Yao Y P, Liu L, Luo T, et al. 2019. Unified hardening(UH)model for clays and sands[J]. Computers and Geotechnics, 110:326-343. doi: 10.1016/j.compgeo.2019.02.024
|
Yao Y P, Liu L, Luo T. 2018. A constitutive model for granular soils[J]. Science China Technological Sciences, 61(10):1546-1555. doi: 10.1007/s11431-017-9205-8
|
陈福江, 马建林, 朱林, 等. 2012.考虑压缩模量深度效应的深厚软土桩基沉降计算[J].岩土力学, 33 (S2):167-172. http://cdmd.cnki.com.cn/Article/CDMD-10613-1016166612.htm
|
邓文龙, 周正茂. 1996.土的压缩模量Es的一种取值方法[J].工业建筑, 26(10):34-36. doi: 10.3321/j.issn:1000-8993.1996.10.012
|
侯晓亮, 谭晓慧, 刘泽勇, 等. 2017.黏性土压缩指标及其与饱和度的关系[J].工程地质学报, 25(5):1336-1343. http://www.gcdz.org/CN/abstract/abstract12553.shtml
|
姜安龙, 赵春风, 高大钊. 2003.确定先期固结压力的数学模型法[J].岩土力学, 24(2):292-295. doi: 10.3969/j.issn.1000-7598.2003.02.031
|
刘启源, 梁金国, 冯怀平. 2018.考虑压缩模量随应力水平变化的地基沉降变形研究[J].水利与建筑工程学报, 16(5):111-115. doi: 10.3969/j.issn.1672-1144.2018.05.020
|
罗汀, 刘林, 姚仰平. 2017.考虑颗粒破碎的砂土临界状态特性描述[J].岩土工程学报, 39(4):592-600. http://d.old.wanfangdata.com.cn/Periodical/ytgcxb201704002
|
梅国雄, 宰金珉, 赵维炳. 2003.土体侧限压缩模量简易计算方法及其应用[J].岩土力学, 24(6):1057-1064. doi: 10.3969/j.issn.1000-7598.2003.06.041
|
孟祥连, 赵晓彦, 范智浩, 等. 2017.昆明泥炭质土地铁盾构等代层压缩模量试验研究[J].工程地质学报, 25(6):1617-1623. http://www.gcdz.org/CN/abstract/abstract12624.shtml
|
钱家欢, 殷宗泽. 1996.土工原理与计算[M].北京:中国水利水电出版社.
|
王志亮, 郑明新, 李永池. 2005.求前期固结应力的数学模型研究及应用[J].岩土力学, 26(10):1587-1590. doi: 10.3969/j.issn.1000-7598.2005.10.012
|
徐国平, 付佰勇, 张志刚, 等. 2013. Janbu切线模量沉降计算方法及参数取值初探[J].岩土工程学报, 35 (S2):804-808. http://d.old.wanfangdata.com.cn/Conference/8494417
|
杨爱武, 张振东, 李潇雯, 等. 2017.考虑前期固结影响的吹填软土安全运营阶段微结构演化特征[J].工程地质学报, 25(2):284-291. http://www.gcdz.org/CN/article/downloadArticleFile.do?attachType=PDF&id=12350
|
杨光华. 2006.地基非线性沉降计算的原状土切线模量法[J].岩土工程学报, 28(11):1927-1931. doi: 10.3321/j.issn:1000-4548.2006.11.002
|
姚仰平, 刘林, 罗汀. 2016.砂土的UH模型[J].岩土工程学报, 38(12):2147-2153. doi: 10.11779/CJGE201612002
|
中华人民共和国住房和城乡建设部. 2011.建筑地基基础设计规范(GB 50007-2011)[S].北京: 中国建筑工业出版社.
|