[1] 高江平,刘元烈,俞茂宏.统一强度理论在挡土墙土压力计算中的应用[J].西安交通大学学报,2006,40(3):357-359.
GAO Jiang-ping,LIU Yuan-lie,YU Mao-hong.Unified Strength Theory with Applications to Earth Pressure [J]. Journal of Xi'an Jiaotong University,2006,40(3):357-359.
[2]范 文,刘 聪,俞茂宏.基于统一强度理论的土压力公式[J].长安大学学报:自然科学版,2004,24(6):43-46.
FAN Wen,LIU Cong,YU Mao-hong.Formula for Earth Pressure Based on Unified Strength Theory[J].Journal of Chang'an University:Natural Science Edition,2004,24(6):43-46.
[3]翟 越,林永亮,范 文,等.土压力滑楔理论的统一解[J].地球科学与环境学报,2004,26(1):24-28.
ZHAI Yue,LIN Yong-liang,FAN Wen,et al.Unified Solution of the Theory on Sliding Wedge for Earth Pressure[J].Journal of Earth Sciences and Environment,2004,26(1):24-28.
[4]高江平,俞茂宏.双剪统一强度理论在空间主动土压力计算中的应用[J].西安建筑科技大学学报:自然科学版,2006,38(1):93-99.
GAO Jiang-ping,YU Mao-hong.Application of the Twin-shear Unified Theory in the Space Earth Pres-sure Computation[J].J Xi'an University of Arch & Tech:Natural Science Edition,2006,38(1):93-99.
[5]谢群丹,何 杰,刘 杰.双剪统一强度理论在土压力计算中的应用[J].岩土工程学报,2003,25(3):343-345.
XIE Qun-dan,HE Jie,LIU Jie.Unified Twin Shear Strength Theory for Calculations of Earth Pressure[J].Chinese Journal of Geotechnical Engineering,2003,25(3):343-345.
[6]顾慰慈.挡土墙土压力计算[M].北京:中国建材工业出版社,2001.
GU Wei-ci.Computation for Earth Pressure of Retain-ing Wall[M].Beijing:China Building Material Industry Publishing House,2001.
[7]YU Mao-hong.Unified Strength Theory and Its Applications[M].Berlin:Springer,2004:134-136.
[8]YU Mao-hong.Advances in Strength Theories for Materials Under Complex Stress State in the 20th Century [J].Advances in Mechanics,2004,34(4):529-560.
[9]俞茂宏,杨松岩,刘春阳,等.统一平面应变滑移线场理论[J].土木工程学报,1997,30(2):14-26.
YU Mao-hong,YANG Song-yan,LIU Chun-yang,et a1.Unified Plane-strain Slip Line Theory System[J].China Civil Engineering Journal,1997,30(2):14-26.
[10]俞茂宏,昝月稳,范 文,等.20世纪岩石强度理论的发展--纪念Mohr-Coulomb强度理论100周年[J].岩石力学与工程学报,2000,19(5):545-550.
YU Mao-hong,ZAN Yue-wen,FAN Wen,et al.Advances in Strength Theory of Rock in the 20th Cen-tury-100 Years in Memory of the Mohr-Coulomb Strength Theory[J].Chinese Journal of Rock Mech-anics and Engineering,2000,19(5):545-550.