In geotechnical engineering, the use of increasingly complex numerical models for design
and assessment presents a significant challenge for the application of probabilistic analysis …

Uncertainty quantification plays a crucial role in the design, monitoring, and risk assessment
of earth dams. To reduce the computational burden, we employ a combination of finite …

The stability analysis of tunnel faces in multilayered soils presents challenges due to the
inherent variability in natural soils. Although the random field finite-element methods offer a …

The inversion of seepage parameters is an important research topic in the safety evaluation
of earth-rock dams. Core earth-rock dam is a commonly used structural type in earth-rock …

Ensuring the long-term, efficient, and safe operation of reservoir dams relies on the slope
stability of embankment dams. Periodic fluctuations of the reservoir water level due to …

Since the impoundment of Three Gorges Reservoir (TGR) in 2003, numerous slopes have
experienced noticeable movement or destabilization owing to reservoir level changes and …

One of the most important causes of the failure of a clay core rockfill dam (CCRD) is
seepage failure caused by defects inside the clay core (eg a high permeability zone, HPZ for …

大坝在运行期间, 其原始监测数据呈现出复杂, 多样且时变的特征, 该情况导致了长期监测预警的
有效性与准确性逐渐减弱, 进而增加了工程失事的风险. 因此, 建立高效准确的变形监测模型对大 …

Aimed at the problem of fuzzy uncertainty of geotechnical parameters in slope stability
analysis, a non-probabilistic reliability analysis method for slopes based on fuzzy set theory …

Accurate prediction of ground surface settlements induced by shield construction is of great
significance for ensuring the safety of shield construction. This paper proposes a ground …