摘要
提出用有限元法反算滑带土抗剪强度指标的新方法,并应用于受地下水和库水位影响的复杂条件下某古滑坡体的强度指标反算。为便于比较,基于传统反算法的基本原理,采用重度替代法建立了相应条件下包括传递系数法在内的滑带土综合抗剪强度指标反算的理论公式。实例计算结果表明,有限元反算法克服了传统的极限平衡理论反算法的缺点,所得结果更加合理、可靠。
A new method which applies finite element method to back - analyze the indexes of shear strength of soil in slip zone was put forward. And it was applied to an old landslide under the influence of groundwater and water level of the reservoir. Based on the principle of traditional back - analysis method and the corresponding conditions, back - analysis theoretic formulas of the composite indexes of shear strength of soils in slip zone in- cluding transfer coefficient method were established by using weight density substitution method. The engineering example shows that the finite element back - analysis method can overcome the disadvantages of the traditional back -analysis methods based on limit equilibrium theory, and its results are more reasonable and reliable.
出处
《铁道科学与工程学报》
CAS
CSCD
2009年第2期28-33,共6页
Journal of Railway Science and Engineering
基金
国家自然科学基金资助项目(50678038)
福建省自然科学基金重点资助项目(D0720001)
福建省高等学校新世纪优秀人才支持计划项目(TM2006-30)
关键词
滑带土
抗剪强度指标
反算
有限元法
传递系数法
soil in slip zone
index of shear strength
back - analysis
finite element method
transfer coefficientmethod
