土木工程、建筑工程 |
|
|
|
|
YinGraham流变模型沉降简化计算统一公式 |
胡亚元, 杨秋华 |
浙江大学 滨海和城市岩土工程研究中心,浙江 杭州 310027 |
|
Unified simplified settlement formula based on YinGraham’s rheological model |
HU Ya yuan, YANG Qiu hua |
Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China |
[1] 中国人民共和国铁道部.高速铁路设计规范(试行):TB100262009 [S]. 北京:中国标准出版社, 2009.
[2] 龚晓南.地基处理手册:第三版[M].北京:中国建筑工业出版社, 2008: 69-162.
[3] 中华人民共和国交通运输部.公路软土地基路堤设计与施工技术规范:JTG/T D31022013[S]. 北京:中国标准出版社, 2013.
[4] 刘汉龙,扈胜霞,ALI Hassan.真空堆载预压作用下软土蠕变特性试验研究[J].岩土力学,2008, 29(1): 6-12.
LIU Hanlong, HU Shengxia, ALI H. Test study on creep characteristics of soft clayey soils under consolidation by vacuumsurcharge combined preloading method [J]. Rock and Soil Mechanics, 2008, 29(1): 612.
[5] 郭林, 蔡袁强,谷川,等.循环荷载下软黏土回弹和累积变形特性[J].浙江大学学报:工学版, 2013,47(12): 2111-2117.
GUO Lin, CAI Yuanqiang, GU Chuan, et al. Resilient and permanent strain behavior of soft clay under cyclic loading [J]. Journal of Zhejiang University: Engineering Science, 2013, 47(12): 2111-2117.
[6] 殷建华.从本构模型研究到试验和光纤监测技术研发[J].岩土工程学报,2011, 33(1): 1-15.
YIN Jianhua. From constitutive modeling to development of laboratory testing and optical fiber sensor monitoring technologies [J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1): 1-15.
[7] 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 Zongze, ZHANG Haibo, ZHU Jungao, et al. Secondary consolidation of soft soils [J]. Chinese Journal of Geotechnical Engineering, 2003, 25(5): 521-526.
[8] DEGAGO S A, GRIMSTAD G, JOSTAD H P, et al. Use and misuse of the isotache concept with respect to creep hypotheses A and B [J]. Geotechnique, 2011,61(10): 897-908.
[9] YIN J H, GRAHAM J. Viscouselasticplastic modelling of onedimensional timedependent behaviour of clays [J]. Canadian Geotechnical Journal, 1989, 26(2): 199209.
[10] SHI J Y, ZHAO W B, LI F H. Settlement analysis for an embankment considering viscoelastoplastic characteristics [J]. China Ocean Engineering, 2000, 14(3): 349-360.
[11] YIN J H, ZHU J G, GRAHAM J. A new elastic viscoplastic model for timedependent behaviour of normally and overconsolidated claystheory and verification [J]. Canadian Geotechnical Journal, 2002, 39(1): 157-173.
[12] 谢新宇,李金柱,王文军,等.宁波软土流变试验及经验模型[J].浙江大学学报:工学版,2012, 46(1): 64-71.
XIE Xinyu, LI Jinzhu, WANG Wenjun, et al. Rheological test and empirical model of Ningbo soft soil [J]. Journal of Zhejiang University: Engineering Science, 2012,46(1): 64-71.
[13] 张超杰,王立忠,陈云敏.一维弹粘塑性固结模型及其应用[J].浙江大学学报:工学版,2003, 37(1): 10-15.
ZHANG Chaojie, WANG Lizhong, CHEN Yunmin. Onedimensional elastic viscoplastic consolidation model and its application [J]. Journal of Zhejiang University: Engineering Science, 2003, 37(1): 10-15.
[14] 胡亚元.考虑蠕变时预压期的近似确定方法[J].浙江大学学报:工学版,2012, 46(2): 250-256.
HU Yayuan. Approximately determining preloading duration considering creep [J]. Journal of Zhejiang University: Engineering Science, 2012, 46(2): 250-256.
[15] 刘吉福,郑刚,安关峰.等效时间计算方法研究[J].广西大学学报:自然科学版,2012,37(1): 160-164.
LIU Jifu, ZHENG Gang, AN Guanfeng. Study on the calculation of equivalent time [J]. Journal of Guangxi University: Nature Science Edition, 2012, 37(1): 160-164.
[16] BJERRUM L. Engineering geology of Norwegian normally consolidated marine clay as related to the settlements of buildings [J]. Geotechnique, 1967, 17(2): 83-118.
[17] ZHU G F, YIN J H. Elastic viscoplastic finite element consolidation modelling of Berthierville test embankment [J]. International Journal of Numerical and Analytic Methods in Geomechanics, 2000, 24: 491-508.
[18] NASH D F T, RYDE S J. Modelling consolidation accelerated by vertical drains in soils subject to creep [J]. Geotechnique, 2001, 51(3): 257-273.
[19] HU Y Y, ZHOU W H, CAI Y Q. Largestrain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading [J]. Canadian Geotechnical Journal, 2014, 51(2): 114-157.
[20] 谢康和.砂井地基:固结理论、数值分析与优化设计[D].杭州:浙江大学, 1987: 22-80.
XIE Kanghe. Sand well foundation: consolidation theory, numerical analysis and optimization design [D]. Hangzhou: Zhejiang University, 1987: 22-80.
[21] 顾晓鲁,钱鸿缙,刘惠珊,等.地基与基础:第三版[M].北京:中国建筑工业出版社, 2008: 183-198.
[22] HU Y Y. A practical evaluation of the surcharge preload period in staged construction subject to creep [J]. Computers and Geotechnics, 2012, 42: 171-179.
[23] 刘加才,赵维炳,宰金珉.排水固结下卧层固结度简化计算[J].水运工程,2006, 1: 75-79.
LIU Jiacai, ZHAO Weibing, ZAI Jinmin. Simplified consolidation calculation on substratum of ground improved by drainage consolidation [J]. Port and Waterway Engineering, 2006,1: 75-79. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|