近期论文
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主要英文期刊论文
Yao Y P, Zhang X, Wang Z H, Cao S H, Ma X Y. Compaction quality evaluation method based on dual-index in intelligent compaction of filling foundation. Transportation Geotechnics, 41(2023): 10103601-10103607.
Yao Y P, He G, Luo T. Study on determining the plastic flow direction of soils with dilatancy. Acta Geotechnica, 18(5)(2023): 2411-2425.
Yao Y P, Song E B. Research on real-time quality evaluation method for intelligent compaction of soil-filling. Transportation Geotechnics, 39(2023): 10094301-10094309.
Zhang K, Yao Y P. Extended UH model and deformation prediction of high-speed railway subgrade. Transportation Geotechnics, 39(2023): 10094201-10094212.
Yao Y P, Li F Q, Lai Y M. Disaster-causing mechanism and prevention methods of “pot cover effect”. Acta Geotechnica, 18(3)(2023): 1135-1148.
Yao Y P, Zhang K. Innovations of the UH model associated with a clue of stress-strain chain. Transportation Geotechnics, 37(2022): 10083601-10083611.
Yao Y P, He G, Liu L, Zhang J M, Luo T. A basic constitutive model for sands. Acta Geotechnica, 17(5)(2022): 2021-2027.
Wang N B, Yao Y P, Cui W J, Luo T. Characteristic zones for initial state of sand under undrained shearing. Transportation Geotechnics, 32(2022): 10068301-10068308.
Zhang M S, Yao Y P, Pei H M, Zheng J B. A new isotropic hardening constitutive model based on reference compression curve. Computers and Geotechnics, 138(2021): 10433701-10433713.
Yao Y P, Wang N B, Chen D. UH model for granular soils considering low confining pressure. Acta Geotechnica, 16(6)(2021): 1815-1827.
Kong L M, Yao Y P, Qi J L. Modeling the combined effect of time and temperature on normally consolidated and overconsolidated clays. Acta Geotechnica, 15(9)(2020): 2451-2471.
Feng X, Yao Y P, Li R N, Wan Z, Dai X. Loading-unloading judgement for advanced plastic UH model. Acta Mechanica Sinica, 36(4)(2020): 827-839.
Liu L, Yao Y P, Luo T, Zhou A N. A constitutive model for granular materials subjected to a large stress range. Computers and Geotechnics, 120(2020): 10340801-10340813.
Yao Y P, Huang J, Wang N D, Luo T, Han L M. Prediction method of creep settlement considering abrupt factors. Transportation Geotechnics, 22(2020): 10030401-10030408.
Yao Y P, Fang Y F. Negative creep of soils. Canadian Geotechnical Journal, 57(1)(2020): 1-16.
Luo T, Chen D, Yao Y P, Zhou A N. An advanced UH model for unsaturated soils. Acta Geotechnica, 15(1)(2020): 145-164.
Luo T, Qu X, Wang N D, Chen H, Yao Y P. Pot cover effect and its prevention: An experimental study in the field. Cold Regions Science and Technology, 167(2019): 10284501-10284510.
Luo T, Chen H, Yao Y P, Wang N D, Qu X. Development of pot-cover effect apparatus with freezing-thawing cycles. Science China Technological Sciences, 62(9)(2019): 1636-1648.
Yao Y P, Wang L. Double pot cover effect in unsaturated soils. Acta Geotechnica, 14(4)(2019): 1037-1047.
Yao Y P, Liu L, Luo T, Tian Y, Zhang J M. Unified hardening (UH) model for clays and sands. Computers and Geotechnics, 110(2019): 326-343.
Tian Y, Yao Y P. Constitutive modeling of principal stress rotation by considering inherent and induced anisotropy of soils. Acta Geotechnica, 13(6)(2018): 1299-1311.
Yao Y P, Liu L, Luo T. A constitutive model for granular soils. Science China Technological Sciences, 61(10)(2018): 1546-1555.
Zhou A N, Yao Y P. Revising the unified hardening model by using a smoothed Hvorslev envelope. Journal of Rock Mechanics and Geotechnical Engineering, 10(4)(2018): 778-790.
Yao Y P, Qi S J, Che L W, Chen J, Han L M, Ma X Y. Postconstruction settlement prediction of high embankment of silty clay at Chengde Airport based on one-dimensional creep analytical method: case study. International Journal of Geomechanics, 18(7)(2018): 0501800401-0501800408
Yao Y P, Ruan Y Z, Chen J, Geng Y, Zhang X, Liu B Y, Zong X P, Yu G Z. Research on a real-time monitoring platform for compaction of high embankment in airport engineering. Journal of Construction Engineering and Management, 144(1)(2018): 0401709601-0401709610.
Tian Y, Yao Y P. A simple method to describe three-dimensional anisotropic failure of soils. Computers and Geotechnics, 92(2017): 210-219.
Tian Y, Yao Y P. Modelling the non-coaxiality of soils from the view of cross-anisotropy. Computers and Geotechnics, 86(2017): 219-229.
Yao Y P, Tian Y, Gao Z W. Anisotropic UH model for soils based on a simple transformed stress method. International Journal for Numerical and Analytical Methods in Geomechanics, 41(1)(2017): 54-78.
Yao Y P, Qu S, Yin Z Y, Zhu E Y. SSUH model: A small-strain extension of the unified hardening model. Science China Technological Sciences, 59(2)(2016): 225-240.
Yao Y P, Hu J, Zhou A N, Luo T, Wang N D. Unified strength criterion for soils, gravels, rocks, and concretes. Acta Geotechnica, 10(6)(2015): 749-759.
Yao Y P, Kong L M, Zhou A N, Yin J H. Time-dependent unified hardening model: three-dimensional elastoviscoplastic constitutive model for clays. Journal of Engineering Mechanics, 141(6)(2015): 0401416201-0401416218.
Yao Y P, Niu L, Cui W J. Unified hardening (UH) model for overconsolidated unsaturated soils. Canadian Geotechnical Journal, 51(7)(2014): 810-821.
Yao Y P, Wang N D. Transformed stress method for generalizing soil constitutive models. Journal of Engineering Mechanics, 140(3)(2014): 614-629.
Yao Y P, Zhou A N. Non-isothermal unified hardening model: a thermo-elasto-plastic model for clays. Géotechnique, 63(15)(2013): 1328-1345.
Yao Y P, Cui W J, Wang N D. Three-dimensional dissipative stress space considering yield behavior in deviatoric plane. Science China Technological Sciences, 56(8)(2013): 1999-2009.
Luo T, Qin Z H, Feng X, Xia F, Yao Y P, Sheng D C. A symmetrisation method for non-associated unified hardening model. Computers and Geotechnics, 52(2013): 38-45.
Yao Y P, Kong L M, Hu J. An elastic-viscous-plastic model for overconsolidated clays. Science China Technological Sciences, 56(2)(2013): 441-457.
Yao Y P, Kong Y X. Extended UH model: three-dimensional unified hardening model for anisotropic clays. Journal of Engineering Mechanics, 138(7)(2012): 853-866.
Yao Y P, Gao Z W, Zhao J D, Wan Z. Modified UH model: constitutive modeling of overconsolidated clays based on a parabolic Hvorslev envelope. Journal of Geotechnical and Geoenvironmental Engineering, 138(7)(2012): 860-868.
Luo T, Yao Y P, Zhou A N, Tian X G. A three-dimensional criterion for asymptotic states. Computers and Geotechnics, 41(2012): 90-94.
Yao Y P, Yang Y F, Niu L. UH model considering temperature effects. Science China Technological Sciences, 54(1)(2011): 190-202.
Luo T, Yao Y P, Chu J. Asymptotic state behaviour and its modeling for saturated sand. Science in China Series E: Technological Sciences, 52(8)(2009): 2350-2358.
Yao Y P, Hou W, Zhou A N. UH model: three-dimensional unified hardening model for overconsolidated clays. Géotechnique, 59(5)(2009): 451-469.
Yao Y P, Yamamoto H, Wang N D. Constitutive model considering sand crushing. Soils and Foundations, 48(4)(2008): 603-608.
Yao Y P, Sun D A, Matsuoka H. A unified constitutive model for both clay and sand with hardening parameter independent on stress path. Computers and Geotechnics, 35(2)(2008): 210-222.
Yao Y P, Hou W, Zhou A N. Constitutive model for overconsolidated clays. Science in China Series E: Technological Sciences, 51(2)(2008): 179-191.
Yao Y P, Zhou A N, Lu D C. Extended transformed stress space for geomaterials and its Application. Journal of Engineering Mechanics, 133(10)(2007): 1115-1123.
Yao Y P, Lu D C, Zhou A N, Zou B. Generalized non-linear strength theory and transformed stress space. Science in China Ser. E Engineering & Materials Science, 47(6)(2004): 691-709.
Yao Y P, Sun D A, Luo T. A critical state model for sands dependent on stress and density. International Journal for Numerical and Analytical Methods in Geomechanics, 28(4)(2004): 323-337.
Yao Y P, Sun D A. Application of Lade's criterion to Cam-clay model. Journal of Engineering Mechanics, 126(1)(2000): 112-119.
主要中文期刊论文
姚仰平, 张奎, 王祖乐, 朱斌. UH模型超固结状态演化分析及离心模型试验验证.岩土工程学报, (2023): 1-10. http://kns.cnki.net/kcms/detail/32.1124.TU.20230712.2351.004.html
姚仰平, 陈凯. 砂土的密度相关状态参量的划分及分析. 土木工程学报, (2023): 1-9. https://doi.org/10.15951/j.tmgcxb.22030231
姚仰平, 王宁博. 复杂应力路径下土的统一硬化方程. 岩石力学与工程学报, 42(8)(2023): 2041-2047.
姚仰平, 武孝天, 崔文杰. 基于岩土材料临界状态理论的有限元非局部软化算法--以CSUH模型为例. 岩石力学与工程学报, 42(7)(2023): 1759-1766.
姚仰平, 田易川, 崔文杰. 理想膨胀性非饱和土UH模型. 岩土工程学报, 45(6)(2023): 1103-1112.
姚仰平, 武孝天, 崔文杰. 三维化方法对土的平面应变强度和变形的影响分析. 岩土工程学报, 45(3)(2023): 459-467.
姚仰平, 朱丙龙, 刘林. 不同类土的基本力学特性差异性描述. 岩土工程学报, 45(1)(2023): 33-46.
张星, 姚仰平, 崔文杰. 基于Bootstrap法的连续压实指标目标值计算方法. 岩土工程学报, 44(8)(2022): 1541-1548.
姚仰平, 唐科松. 土的各向同性化变换应力方法. 力学学报, 54(6)(2022): 1651-1659.
姚仰平, 韦彬, 陈含, 李强. 锅盖效应的水汽循环规律研究. 岩土力学, 42(6)(2021): 1512-1518.
姚仰平, 黄建, 张奎, 崔光祖. 机场高填方蠕变沉降的数值反演预测. 岩土力学, 41(10)(2020): 3395-3404.
黄建, 姚仰平. 高填方边坡失稳时间预测的实用模型. 岩土力学, 40(10)(2019): 4057-4064.
姚仰平, 王珅, 王乃东, 张千里. 临线堆载影响下高铁路基长期沉降预测方法. 岩土工程学报, 41(4)(2019): 625-630.
姚仰平, 田雨, 周安楠, 孙德安. 土的统一硬化函数的构造. 中国科学:技术科学, 49(1)(2019): 26-34.
姚仰平, 方雨菲. 土的负蠕变特性及其本构模型. 岩土工程学报, 40(10)(2018): 1759-1765.
姚仰平, 丛易敏行, 罗汀, 张星, 王俊博, 耿轶. 山区高填方机场的智能建造与安全运营. 科技导报, 36(17)(2018): 106-110.
姚仰平, 王琳. 影响锅盖效应因素的研究. 岩土工程学报, 40(8)(2018): 1373-1382.
田雨, 姚仰平, 罗汀. 从各向异性的角度解释和模拟土的非共轴特性. 岩土力学, 39(6)(2018): 2035-2042.
姚仰平, 田雨, 刘林. 三维各向异性砂土UH模型. 工程力学, 35(3)(2018): 49-55.
姚仰平, 张民生, 万征, 王乃东, 朱超祁. 基于临界状态的砂土本构模型研究. 力学学报, 50(3)(2018): 589-598.
姚仰平, 刘林, 罗汀. 砂土的UH模型. 岩土工程学报, 38(12)(2016): 2147-2153.
姚仰平, 张北战. 基于体应变的强夯加固范围研究. 岩土力学, 37(9)(2016): 2663-2671.
孔令明, 罗汀, 姚仰平. 率相关本构模型的临界状态描述. 岩土力学, 36(9)(2015): 2442-2450.
孔令明, 姚仰平. 考虑时间效应的K0各向异性UH模型. 岩土工程学报, 37(5)(2015): 812-820.
姚仰平. UH模型系列研究. 岩土工程学报, 37(2)(2015): 193-217.
姚仰平, 祝恩阳. 横观各向同性土的简明破坏机制解释. 岩土力学, 35(2)(2014): 328-333.
冯兴, 姚仰平, 李春亮, 秦振华. UH模型在双层地基受力变形分析中的应用. 岩土工程学报, 34(5)(2012): 805-811.
姚仰平, 张丙印, 朱俊高. 土的基本特性、本构关系及数值模拟研究综述. 土木工程学报, 45(3)(2012): 127-150.
姚仰平, 万征, 秦振华. 动力UH模型及其有限元应用. 力学学报, 44(1)(2012): 132-139.
姚仰平, 孔玉侠. 横观各向同性土强度与破坏准则的研究. 水利学报, 43(1)(2012): 43-50.
姚仰平, 余亚妮. 基于统一硬化参数的砂土临界状态本构模型. 岩土工程学报, 33(12)(2011): 1827-1832.
姚仰平, 牛雷, 杨一帆, 崔文杰, 胡贺祥. 考虑温度影响的非饱和土本构模型. 岩土力学, 32(10)(2011): 2881-2888.
姚仰平, 万征, 杨一帆, 牛雷. 饱和黏土不排水剪切的热破坏. 岩土力学, 32(9)(2011): 2561-2569.
牛雷, 姚仰平, 崔文杰, 万征. 超固结非饱和土本构关系的三维化方法. 岩土力学, 32(8)(2011): 2341-2345.
姚仰平, 万征, 陈生水. 考虑颗粒破碎的动力UH模型. 岩土工程学报, 33(7)(2011): 1036-1044.
姚仰平, 牛雷, 崔文杰, 万征. 超固结非饱和土的本构关系. 岩土工程学报, 33(6)(2011): 833-839.
姚仰平, 牛雷, 韩黎明, 胡贺祥, 王广德. 超固结非饱和土的试验研究. 岩土力学, 32(6)(2011): 1601-1606.
王乃东, 姚仰平. 基于变换应力方法的各向异性模型三维化. 岩土工程学报, 33(1)(2011): 50-56.
姚仰平, 祝恩阳. 基于耦合应力建立土本构模型的方法. 岩土工程学报, 32(12)(2010): 1922-1929.
姚仰平, 冯兴, 黄祥, 李春亮. UH模型在有限元分析中的应用. 岩土力学, 31(1)(2010): 237-245.
姚仰平, 侯伟. 土的基本力学特性及其弹塑性描述. 岩土力学, 30(10)(2009): 2881-2902.
姚仰平, 侯伟, 罗汀. 土的统一硬化模型. 岩石力学与工程学报, 28(10)(2009): 2135-2151.
侯伟, 姚仰平, 崔文杰. K0超固结土的不排水抗剪强度. 力学学报, 40(6)(2008): 795-803.
姚仰平, 李自强, 侯伟, 万征. 基于改进伏斯列夫线的超固结土本构模型. 水利学报, 39(11)(2008): 1244-1250.
姚仰平, 侯伟. K0超固结土的统一硬化模型. 岩土工程学报, 30(3)(2008): 316-322.
姚仰平, 孙凯, 路德春. 岩土材料塑性应变增量方向的确定. 力学学报, 39(5)(2007): 692-698.
姚仰平, 路德春, 周安楠. 岩土类材料的变换应力空间及其应用. 岩土工程学报, 27(1)(2005): 24-29.
周安楠, 罗汀, 姚仰平. 复杂应力状态下条形基础的临塑荷载公式. 岩土力学, 25(10)(2004): 1599-1602.
姚仰平, 罗汀, 孙德安, 松冈元. 黏土和砂土简单的三维本构模型(英文). 岩土工程学报, 24(2)(2002): 240-246.
姚仰平, 张保印, 张国强, 张炜. 黄土地区高层框剪结构-桩筏-地基的共同工作. 岩土工程学报, 23(3)(2001): 324-329.
编译著出版物
姚仰平, 罗汀, 侯伟. 土的本构关系(第2版). 人民交通出版社, 2018.10, 北京.
姚仰平, 盛岱超, 李强, 宋二祥, 魏迎奇, 凌道盛. 机场高填方工程基础理论与应用. 人民交通出版社, 2018.10, 北京.
姚仰平主编. 《土力学》（第3版），高等教育出版社，2016.8，北京.
尹振宇，姚仰平编译. 《试验土力学》（【法】Jean Biarez, Pierre-Yves Hicher)，同济大学出版社，2014.3,上海.
罗汀，姚仰平，胡贺祥. 《高等基础工程》，人民交通出版社，2013.12,北京.
谢定义，姚仰平，党发宁. 《高等土力学》，高等教育出版社，2008.1，北京.
罗汀，姚仰平编译. 《土力学》（【日】松冈 元著），中国水利水电出版社，2001.5，北京.
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